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CAS-16_FAIRVIEW CHANHASSEN MEDICAL CENTER (WITHDRAWN) FILE 1 OF 2F MEDIC AL SPECI POWERS BLVD ALTY CENTRE CHANHASSEN, MINNESOTA CITY SUBMITTAL SET VICINITY MAI' EXCELSIOR O Io1 4�)4 O 41 312 SITE PIONEER TRAILLOCATION '°' zl2 MrNNESOTA RIVER E11 CHASKA S) •PEE NORTH SHEET INDEX o wo = ISSUED SHEET = SHEET ISSUED FORREFERENCE ONLY = PREVIOUS PACKAGE GENERAL k M M �� Al TITLE SHEET / MAP / DIRECTORY / SHEET INDEX CIVIL/LANDSCAPE CI EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY 0 C2 PRELIMINARY PLAT 0 C3 PHASE TWO CIVIL SITE PLAN 0 C4 PHASE TWO GRADING, DRAINAGE, PAVING AND EROSION CONTROL PLAN 0 C5 PHASE TWO UTILITY PLAN 0 C6 PHASE ONE CIVIL SKETCH PLAN 0 LI PHASE 2 LANDSCAPE PLAN SLI PHOTOMETRIC PLAN ARCHITECTURAL A2 OVERALL PHASE ONE AND PHASE TWO SITE PLAN A3 ENLARGED SITE PLAN - PHASE ONE A4 BUILDING ELEVATIONS - PHASE ONE A5 BUILDING ELEVATIONS - PHASE TWO A6 PARKING GARAGE EXTERIOR ELEVATIONS - PHASE TWO POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX(651)642-1101 ,M .................... ....... UNITED PROPERTIES City Submittal Set 07-03-08 CITY OF CHANHASSEN RECEIVED JUL 0 3 2008 CHANHASSEN PANNING 0VT TITLE SHEET MAP, DIRECTORY SHEET INDEX ss Cit Submittal Se _1 07-03-08 I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Architect under the laws of the State of Minnesota. Date 07/03/08, Lic. No. 13041 Commission No. 75372-07230 Drawn by AW Checked by DM SHEET A I ........... © 2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 i TREE iWE TOA am VFC ME 6573 24" Bur Oak 8664 z3 21, - .�,• `\ , \•'"•\ \`',.}tf { � L- �` Bur Oak : PS.H4' DIA Run Oak `S \ \ `' \ `f, 't ,\ 'y t 8574 26" Bur Oak 8665 18" Bur Oak 8757 19 Bur Oak ,� • k',. \. `\,� '\ '\ `� i ,, $$$ \\ `,t {. 8575 28" But Oak 8666 26" Bur Oak 8758 20 Bur Oak _ �"\ ;\ , , ,. ` \ \' `• `+,. { y i ':t ! +tE t\ f !v t•.....4 y\ ''" - 8576 21 Bur 0.k 8667 30' Ironwood 8759 24 Fu oak ` \hy ,` `A\,, r •1` t +i l \•? 8577 12 * ti �,\ '.'..,. \ t * ..r„X,a f i .� •' RSDS 2A Bur Oak 8669 it' Sugar Maple 8761 31' \ \• +,+.� i t ,.. ``,,\ \� '•\ '\... „ i 1 ) %` qt''�•,__..' ..8579 '2F' Bur Oak 8670 ll' Eastern Red Cni 8762 10 Streak `* '.,, `^ \ •, '`�"t�4•' I, \ ,.,.., \ ,, 'y\f , ,,,,\ b„ ! •t (` {,, t k 8578 15 � Bur Oak 8668 29' Bur 0 ak 8)6Q 24 NtrOak \'" \ ��\y\\, A", '`r `", ` •,• Aay .•s -r\ { '+q {'st V 8s81 25" Bur Oak 86]2 16' Eastern Red Cedar 8764 12,Eastern Red Cedar 'c, +V -: 'tV \• A^:,,'V ",.� '`,.. i,"""` f S / t I } ` t 8582 7' Earterr Red Cedar 8673: 31x Ironw Bur Oak f \ \ •`` + , r ,,$ j '\ f 8671 I'llAmeerrnR Elm 8]63 26 80 \ ✓. „,,,,„,.. ,t ; � `;, 1 , lt\ 8583 20' °Od 8765 10 East rn RM Cedar `,' e`,� Red Oak " '•\''' `�•,`. . _.. ,.'\}• \ 8585 21' Bur Oak 86]4 20' Bu Oak BJ66 ]fl Red Oak a ,. + ,_..,E Bu Oak 86]s 30X Hackberry BJLJ 11 Amer to t Elm } ''. •.,•.� '''.. `` ` _.. • ` 8586 J".. Bur 8676 11.SlipperyrMElm 8]68 ]0 Bd Oak _. _.... Bur Oak a 8770 26' B.rz Oak �•,"'� �"� � I I I � �' Eastern Bed Cdar 0.677 30 Sri Maple 0.]69 31 ,.. .:. ..` ,,,.., ..^.,.. ... ._ _.. 8170. 10 American can Elm Bur Oak .. r.. `\.. 8587 15 ,. 8588 8 Eastern Red Cedar _.. American Elm '.•. ;'' :' ,'..� 11 ,/ Iq Sy ; ♦y 1 _ Bed Oak •... "'.. ,.. _.. : ✓ ,F' �• ` \i �? z, ', ` A118(1. 25 8]71 10" f8589 v �,, a681 161 SI'PPery Elm e]]3 Ll" 8772 Her rV . f ,... .. .`' I `t } 859U J Bur Oak astern Red Cedar ,...,........ ,.,.....,. i _ 8682 21X A 88175 31' 7]4 13' Bur Oak __._...... 1 Bur Oak _.`,..} 8591 11' Bur Oak 8684 108683 % Red Norway Line 8776 24' Bur Oak _..... /' 8592 Slq3 "` •... '.+ .' • ! '.' f: \ '`'_\ .,. __ --"°•, '....• .. "r 3594 23" .Bur Oak BfiaS 10 '.Cottonwood _... ,...�....._.......... ,..,..,.. •....,�"".«._:�,r.,.,r• �..., r tt•"\ \ tl59`� 23« .our Onk 6686' 10 Green and White Ash '. 8760 31 _. Bur Oak _ y .. I _.. na,i m pj$ 3 --'^, r ��'/ � 868]' 12 Hankberry 8781 � ..,. ,} ._.. '. 4. ..., ...,....:.. ..�.. ........ ......._..,.... .:. X � � _ A..96 35 Bur Oak _.. LO" SM1. IL.. 8782 763 i 760"`",,, -,..;......, ,�._.,• \� 8597 zo^_.. _.... a7s3 12, Eastern Bed Cedar 1, :+t `„e'^"'","`w°4 .. ._ :.. J,_ \e.. 8-99 13'' Bur Oak 8689 111.0Bur Oak 8]84 14i• Siberian Elm 761 s\s_. .. ..,'.,,r„"w., 8600 17.1Bur Oak 8690 2 _. _... __.. Ea er Retl Cdar _. '`. ,. ..._".^.,, M.r ... :. 18 Bur Oak 8691 25 Bur Oak 8785 17 Eastern Red Cedar 'n.. \` .. lir a _.. \..� 9 ,y 8602 IS Bur kn Llm 8693 B9' Bur Oak 8787 10 Eastern Red Cedar wJ, n .r*"" _ 8]88 1]" Eastern Red Cedar _.. Eastern Red Cedar 8694 ]0" American Elm 8Dl - �b 7.,...: 43 74. .,.,,.. 786 � `:. ] `. _ 842 .. .. 1D \ 91 ..,,.....� i ,\ 806, �9 4•..., n 1 Or @ i \y '• ,II \,.....t i Sii 7 t 8D5 737,...., ,. ,..... .,9f .�_. _.. But _. r ern Red Cedar 8695 32" Red r ! f } € •.............. ^, 6 ,. 8605 ]; asttern Red Cedar 8696..... 21 WhiteWalnut 8789 14 Eastern Red Ceda........ i 8604 7 914 ._... ",..g 9ur oak .,,..,,,,._., ...., '',\ �'A• 8609 : z0.' Bur oak an97 tz open _..... „ ,.� .. 8610 10" fasteur n Red Cedar 8699 ill.As Pe8698 n 6]92 14 Siberian an Elm : a ear .. ..:......w^""" ..,....�,,. ,...,. ......... .. .... 9 ,.,�„•r.t \ 8794 Eastern Rod Cei 8793 1111. 4 8795 " Eastern R d Cedar h t \1 t Red Cedar *734 \ .:... _.._.... t2U gl 9 Cedar 4. T6 i Eastern Red Cd r � 759 ,,. . ,,:, w._ ............... 91 lir r 910 _ 2 685 ``'... 9D8 8701 12' As ..._._....._..,._,_..g \ t r a e ,,r' 8612 10 Eastern g]02 26 B p0 k 8796 12 Eastern Red Cdar ..r' 706 ...... 7 r .. _. � DIS.... ...,,. .. -... ......... ..,,...,, "., ...... � �" \ 8614 19' .Bur Oa kR� 6703 19 Bur Oak s f101.Eastern Red Cedar .._. .. _... .... ..,....g ,..,.. ...... -'...„ ,.. 684., \,..... �A., 8798 10^ Eastern Red Cedar 1 735 04 7 7.09 __.._. 9 : \., ,,, Eastern ear ..__. _ ,._. ....:,,.. �..... ..... ..... .. ,. _._. ,. Bur OR rn Red Cedar A)04 1] t 8615 8 fa f t 8]99 10" Slippery Elm S .. ,.... •.. . .., .,. .9 22 Bur Oak PP Y 902 7 71 Po �� \9 9 \ \. l 8616 2 Eastrn Red Cedar 870s t 5 ' 4¢1723 24 toy �s.M1 \ 86ll 3 RdC ar 8706 Ss ea00 Basswood 1 Rd Oak 7073-2-"' - - 713 �'•. _ ._...... _.. �y� .. ,, '", all '�. 8801 ill, Hackberry 708 7os"'^ s 8618 12" Eastern Ree Cedar 8]0]. 24 :Bur Oak 7 3_ ;' 1 9 �{X,� 9 91 86 6113 �.. 8619 10 as[rn Rea eeaar a]oe n American Elm 8802 14 na,amna 3 g3 3 898..... 02 .. --9 6 08 91 ,\ t, ', \ 8620 12" Eastern Red Cedar 6709 10 :Sugar Maple Rasswootl •.. ..... _. _............ ', \, ♦. 8803 34 742.... _ .......894 _. ..., ...,._....�`eY'70gP .Z05.._. 8'2' 6,$2. `....., k asoa 1z American Elm _. .... _. ... 714... .__.. _. .. 6.. i ...8621 121 Bur Oak 8]10: 14 Croon and Whlte Ash __... �,` 689.. l (b __. ,. -. 677 .. Amer can Elm ., .. - _. � _.. 896 ,. ..... ��' q�}703 � ...._ , _... '21'� � 4 ..9 9 �♦ 6 6622 18" HJII' 9 Eastern Red Cedar 8806 2] 11 - .... _.,:,,, ...., 89 ,. � ,.,,,, ,., Lpp 1 '� Bur oak _... . _. _. 2 y fi"Q` 641...'9% '',. " .t '\ ^'j Bur oak 8]12 1J" Eastern Red Cedar 8806 20%" Ironwooe - :.,\ \ y t 8623 120" 880] 34 0u Oak s s7s \. . s ...,..,,,.. . 74� .... ,.„._., __. 65'1 ., r ._,,, f(A ., �1'(Ip � \ 8624 14" 9ur Oak 87I3 % Estert Red Cedar _.. _...,._ . _.,.. _...._� _. _..... .. ......,...I,...., ,: "^rt�5°Qr5 ..per+ %`\,..,.. 8625 14" Bur Onk.. 8]14 12 bonwaod 8808 2a' But oak 4 '.............._...,. 7988890 .....94 9 \� '.¢3673'\.\. l',. ':.*74fl'•.. .746 - ' ,......_...._. �y,, _.. :. _._ 730 88 .....866 ...._8 \88.. �,,9.., 674 ',,�\.�..,,.., 9 '',} s s6v 1s" 8626 Hur oak OR a ens 44X Bur oak &u oak _.... .. .P715 747 ...:... \. _,..,� .,, :. 3.7,22 ...._...__. _.... '� ot, ,.,, _......._„� ...... ..... ',:,,. ' 673,..\:,,... ,...,�`�,. k58 f,:.w. a6ze 19" Bur oak aro _zs Bur oak eRl� to aur OR 718- "' \ aslz 2a� Eastern Rea eeaar .f 729 .. 716 9� \\ 9 -\ +7$(/�s ..:.....926....... Ung. 33 : Sugar Maple ear oak ?� < r<ry� „_ "y 8629 32" Nur Oak �2........... .. A,., ...,, 1,,. 5��(7�[�D \�(/�pZ, \ A �\ O �{/., 8632 23" 80.0 23" Bug Oa Maple 8813 3]„ '`� •.yr .. ...n. 7 ::„n k `... 'IY '1�Oi O �y� �.. AGJt5 6•,5 8633 29 Bur Oak American Elm. 1 ' ` 694..,,,., �9G 96 662 '661 `. 6 6 8814 6x American em v,,:o..,.. \ 2 70 698 \ �\ 7Q \ 5 8634 27 Bar Oak 8]21 39" Bur Oak 8815 23 Bur Oak I 0� A816 29" Bur Oak _.. �I/ B 8 9 ` \, q ` 8635 11 Iry woad 8722 133' Bur Oak 1.,,,8%B 8 69.7 R'.,,,, 694 `"... lO::' 664 9 c,a Bur Oak....... 8]23 26 Bur Oak 881] 29" Bur Oak 67Q ',. P� .9� "653 t x636 n 87(. 693`... '.. 't 671 %/j' - ",.6639 8618 21 Bur oak _8b37 17' Bur Oak _. coberry W •'': Ep _.. " ., D �5 .. .8639 22" Bur Oak 8 728 29% Bur OakRd Cedar 8819 10".. Hark I w -� v ': O `•, 669 m 8640 I11" flock Rea Elm 8]29 28 Bur Oak 8821 10 B r,,a { .. ,.. ." _. _.720i •.,88 _ , .... Eastern 0.ed Cedar _.... 8820 D" Amer tan llm _ . _ 6$ a .. g99 *-al�_ 8641 8823 10, 8822 31, H O k :..... , �16Y4i 489 Bu Oak _. 8]30 8 ascwoo 64$695 ^� 7�[!a, ✓ 8642 20' &r0ak _. 8]31 21 BU Oak 8824 10 B"rShiner, EI /jX M„...., 1 \ �,,. 665 '" 6' �49 8643 20" Bur Oak 8]32 I'll'Bur Oak 8825 10 0 c d J "'r �. y�y 8]33 Bur Oak Basswood ' ' N QJ '',` 6 ', 9f 8644 14 Bsr Oak 8826 11 96 25 Ra Oak 8]34'. 11.1:Sugar Maple Basswooe .>i�,uc4z ��(�,p`� a645 8827 34 __. Bur Oak '1�%Y a '`d 4 8646 it _ Eastern Red Cedar.... 8]35 29 Bur Oak -- t ^ b ° 6'33 ..,. ,...\ ^�Q50'!%36`i6s ...864] 11.1Ree Oak 8736 22 Bur Oak 8829 14'...._ onwood Cb 's tS 66� (A 'IY`" i8828 14' nnwoca { t - _ ( ti m CA ? Co OD n ? CO ........_. , , quo,; L 635 38 - r rn a ar$832 11 > i W W W ? n 0' s0 j� 634. ,... 6 9N ..8650 :14" Bu Oak 9]39... 19 BurOR k0.edC Cedar .0833 10'..... Ape !p n m O Bur Oak Aspen ,+ q f q , r. Bur Oak. _.. Aspen _. 8651 SJ41, 24 Bar Oak 8834 30 + , ` ` , is a..,'' �t44s 1$20 AmencanElm _.. 4$636.., ,'., 6 41 % % r a 8836 11.1s ern a Cetlar '• `. 8CO 896. 904 8653 126" Bur Oak 8742 I'llBur Oak 883] 10' Eastern Red Cedar 88D f 8 9�q �( 8654 26" Bur Oak 8]43 Yg" our Oak 8835 14 ' �"' 8655 42X Red Oak 8744' 26 Sugar Ma Ple 8838 18 Eat Rod -,� � Red Oak @ 4Y..,6 - _... % Basswood CO j ! # ( f 4z 8� n 943...... 614 617 1 O� 8656 :SRX" '9aszwood S7d, 10 froern Rd Cedar 8839 8840 . Slippery Elm... _...... 592 \. '603'.. { r \ 4$51 bis st5_. 8 ..;� CO N 8657 30 Red Oak 8746 10 : Eastern Red Cedar 9 886 '� 8658 13" American Elm 87471 'll Easier, Rd Cedar O,k •? { Ha 8841 33'.. Bu: { - - 894 C) O 8842 Bur Oak f a 6 8659 10" 8748 ll liner, Rd Cdar CO 1 ? J�9 ' 586..,, __ _. 'iZ'- _ _ _ ..88843 17 844 14 euroak. _. ID 8 , 8 8660 13%" American Elm 8]49 34 Bur Oak f , 6D2 ..' �yy�,,� - - Eastern Red Cedar �. _c7A..... , .,.,... ,, a _.. 8>n 3(/., ..._ .T�IsRaro '3LG,e 11. _."KRi{i. O _... Deer in" 'Bal n.,x 8750 26" Bur Oak `o �, -�, I h` l n -1 I sro {� 1rM� \ `. -\ I L _/ -� �� \ t` `. T �)I/`I IT UI V'V/ 1VM r\, 7�� I ---- -----_-� RIM= ____.�.. - _...�._ C - -�=sro ..,.\ 1rM .__ y\i-l\ , ...,, °\� RIM=877 EX. 16"x 16" CROSS �_--sro-'---sro sro sro s: s sro4-sro WAT war war ., ` t _ w� r WAr WAT- ....... \ _ _ . _ .... REI�.UCER ' .. :: ... EX . ... SDIP. ........., , ... .... ................... - -- ---- - PTC - - ` General Notes LBGBND 0 BUSH/SHRUB 3,.E` STREET LIGHT -GAS- GAS LINE Existing utility information provided by MNDot drawings doted 2/14/06 r CONIFEROUS TREE -- GUY WIRE -Po) - POWER OVERHEAD DECIDUOUS TREE 10, POWER POLE PUG- POWER UNDERGROUND AL WETLAND 0 ELECTRIC BOX -sAN- SANITARY SEWER } 0 STEEL/WOOD POST ELECTRIC METER -sro- STORM SEWER SIGN-TRAFFIC/OTHER ELECTRIC MANHOLE -roN- TELEPHONE OVERHEAD SIGN-TRAFFIC/OTHER ® ELECTRIC TOWER -CTV- CABLE TV i MAIL BOX Qs SANITARY MANHOLE -rue- TELEPHONE UNDERGROUND HANDICAPPED STALL co SEWER CLEANOUT 0 SOIL BORING G PERC TEST ® BEEHIVE CATCH BASIN QQ WATER MANHOLE S uw MONITORING WELL ® CATCH BASIN WELL © CABLE TV BOX ® FLARED END SEC710N ❑s CURB STOP BOX CURB & GUTTER BITUMINOUS SURFACE -war- WA7ERMAIN GUARDRAIL -v- ACCESS CONTROL CONCRETE SURFACE 9 GAS METER- DECIDUOUS 7REE LINE GRAVEL SURFACE I>< GATE VALVE x- FENCE LINE Q STORM MANHOLE HYDRANT -°- RESTRICTED ACCESS Q TELEPHONE BOX WATER METER o Denotes Iron Monument Set Or 50' 100' 150' Q TELEPHONE MANHOLE HH HAND HOLE • Denotes Iron Monument Found ® TRAFFIC CONTROL BOX # TRAFFIC LIGHT NOT FOR CONSTRUCTION Denotes Cast Iron Monument Found POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 R P R R Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I herby a dfy that " pion nee I I I by mo ar noder my " - wparvidon and &a I r ■ ddy H®end LAND SURVEYOR tinder the lam of the Sfde of lllmaMe. 1!1lrrk IL 9do Dam 07/03/08 t,imm No. 43933 W VAutwood PraftWorul Suvll Inc. 7699 Magri Ddn Eden Pahl MN 55344 PHONE 952-9373150 FAX 952-9373972 TOLL FREE 129&9373150 Wastwo0d tB WW.tB eetNgedp1ge111 Issues and Re6ons: EXISTING CONDITIONS & TOPOGRAPHIC SURVEY Commission No. 75372-07230 Ne by - Chd d by - SHEET C I 20061094.01EXPol.dwg a� ry O (0111 a0 P) z A 312 Nom' SOUTH QUARTER CORNER SEC. 23, TWP. 116., RGE. 23 429.54 �$ of 056 5 509 A6 /- . ti ��,2L i r1A/�) J �V SOUTH LINE OF SEC. 23, TWP. 116, RGE. 23 S89 °58'27"W 2195.14 ------ "E 4 o J / NORTH LINE OF OUTLOT A, .on°50 49 1 M BUTTERNUT RIDGE ADDITION OUTLOT 4,598,463 sf 105.57 ac I o O 0 I ma I � � to NORTH LINE OF THE N 1/2 OF THE NE 1/4 OF SEC. 26, TWP. 116, RGE. 23 A N87°33'46 "W ., ___ N81°5526"W -146.58 298.24 S01 °25'57"E , 139.74 00 �o m v I 101,661 sf T 2.33 ac i n �' 1 N SOUTH LINE OF OUTLOT A, BUTTERNUT RIDGE ADDITION 270.7 SOUTHWEST CORE ER OF \i - I \ S89035'131E 2694.16 I OUTLOT A, BUTT�RNUT' N I I I RIDGE A DITION' s, c I j 60 QI I - - I X • 0' 150' 300' 450' NOT FOR CONSTRUCTION Legal Description That part of Outlot A, BUTTERNUT RIDGE ADIRON, according to the recorded plat thereof, Carver County, Minnesota, including that portion lying within Minnesota Department of Transportation Right -of -Way Plat No. 10-20 according to the recorded plot thereof except that portion lying westerly and northwesterly of the following described line; Commencing at the southwest corner of said Outlot A; thence South 89 degrees 35 minutes 13 seconds East assumed bearing along the south line of said Outlot A a distance of 21.03 feet to the point of beginning of the line to be described, • thence northerly a distance of 1207.52 feet along a non-tangential curve concave to the west having a radius of 4707.15 feet and a central angle of 14 degrees 41 minutes 53 seconds having a chord bearing of North 06 degrees 19 minutes 22 seconds West; thence North 80 degrees 50 minutes 49 seconds East not tangent to the previous described curve a distance of 434.58 feet; thence North 63 degrees 40 minutes 20 seconds East a distance of 59.49 feet to the north line of said Outlot A and there terminating. AND That part of Section 23, Township 116, Range 23, Carver County, Minnesota described as follows; Commencing at the South Quarter Corner of said Section 23; thence North 89 degrees 58 minutes 27 seconds East assumed bearing along the south line of said Section 23 a distance of 429.54 feet to the point of beginning of the property to be described; thence North 63 degrees 40 minutes 20 seconds East a distance of 78.18 feet; thence South 09 degrees 56 minutes 33 seconds East a distance of 35.76 feet to the south line of said Section 23, said south line also being the north line of said Outlot A, BUTTERNUT RIDGE ADDITION and there terminating. ^, o 0 110,369 sf 2.53 ac S89053'001EI 514.19 c2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-116' I I I I I I I i ( I I I C.B. = S10011'54"E d = 17039'32" 50 33+---;' L= 195.97 Il R= 635.83 A = 37°59'27" L= 237.58 R= 358.31 -I y� \ � 1 96 3 4V 4 _ p �. X069 9051'32" I ----- L= 216.52 \ -- R= 1258.30 \ \ \ T -o _v \ SS 10 \ �03 V1�' \rJ / -A, F \ r) I `rs L= 120.22 / R= 467.00 l S39 °50'21 "E / 16.32 / A _ 52° SURVEY LINE OF - �3y v3" I EXISTING POND 1 /\ ,� R= 196.21 I I R= 192.00 I / 044'39"W 44 \ i ` N89°34'34 "E / \ 150.00 I \ POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642.9200 FAX (651) 642-1101 ' 1 P R 0 G E RT I Ev Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 v I N89034'34"E 479.23 I \ \ 3 aW 3 / / 419.47 \ t O1 °1 / I \ N84°00'50"E , r' * 1 O �F jl� I �N eN Oo I I CID N op O N O 300100 / / 1 hmby � wt this pLn .... �.Fe.a h m. nnae m1 N °34'34 "E 63,3 0 N89 °3¢'34 "E I / // \ \ / , ` mperv,d® „,a that , = a d* n�a LAM SURVEYOR II I I / y „nae the I&" of the 9mm of ,ems „, ,• I I I I I I I / N ' ' Mark R Salo Daft 07/03/08 Ll� No. 43933O 96TH STREET i / / . 1A1%sl Anag MPm Ort alSaWan, Inc N 55344 PHONE 952-3-5750 FAX 952N5622 FARE westwooa �,. Wpsmn so I i z- I I ILLJI I I I I r n l I w\� I i -\/ II Issues ofd Rei ffi: V)NC)w w� I I I I I I I I\ \ Development Summary Total Site: 119.44 acres Lot 1, Block 1: 10.23 acres Outiot A: 105.57 acres Outlot B: 2.33 acres PROPOSED RIGHT OF WAY DEDICATION Road: 1.31 acres Building Setbacks: See Site Plan Parking Setbacks: See Site Plan Lot dimensions are rounded to the nearest one hundreth of a foot and areas are rounded to the nearest 0.01 acre. Drainage and Utility Easements will be provided as required, typically easements will include 10 feet adjacent to public right of ways and ponding areas. Existing Zoning: Agricultural Estate District A 0 BUSH/SHRUB STREET LIGHT -GAS- GAS LINE CONIFEROUS TREE ,-. GUY WIRE -PoH-- POWER OVERHEAD DECIDUOUS TREE r0J POWER POLE -PuG- POWER UNDERGROUND _dL WETLAND ❑E ELECTRIC BOX -sAN- SANITARY SEWER 0 S7EEL/WOOD POST ELECTRIC METER -sro- STORM SEWER -� SIGN-TRAFFIC/OTHER ELECTRIC MANHOLE -ToH- TELEPHONE OVERHEAD SIGN-TRAFFIC/OTHER ® ELECTRIC TOWER -crv- CABLE TV H -AL MAIL BOX ®s SANITARY MANHOLE -TUG- TELEPHONE UNDERGROUND L" HANDICAPPED STALL co SEWER CLEANOUT 0 SOIL BORING G PERC TEST ® BEEHIVE CATCH BASIN WATER MANHOLE Hw MONITORING WELL ® CATCH BASIN Ow WELL ® CABLE TV BOX ® FLARED END SEC77ON ❑s CURB STOP BOX CURB & GUTTER BITUMINOUS SURFACE - wAr- WA7ERMAIN -v- ACCESS CONTROL GUARDRAIL CONCRETE SURFACE 9 GAS METER DECIDUOUS TREE LINE r::.• GRAVE! SURFACE C>a GATE VALVE -x FENCE LINE LTJ s* STORM MANHOLE HYDRANT -4 RESTRICTED ACCESS T❑ TELEPHONE BOX w WATER METER o Denotes Iron Monument Set QQ TELEPHONE MANHOLE HH HAND HOLE • Denotes Iron Monument Found ® TRAFFIC CONTROL BOX -#- TRAFFIC LIGHT Qi Denotes Cost /ran Monument Found PRELIMINARY PLAT Commission No. 75372-07230 bw by - n.r.-.i L. - SHEET C 2 20061094.01PPP01.dwg NOTE: PUBLIC 10' WIDE BITUMINOUS TRAIL TO BE CONSTRUCTED W/SITE --\ OUTLOT A BUILDING SETBACK LINE n PARKING SETBACK LINE 0 - - I RETAINING WALL - - L - AT -GRADE \ -1 DELIVERY ACCESS \11 II PHAS TWO PIARKI G GARAGE I 1 1 3 LEV LS , I 1I G ADE I I II I 211 TR CTUREO II 1 II (TYP•) I 1 480 \PARKING TALLS I I 11 1 1 LE YELI PR00 1 1 1 1 4P0 +161 I 1 11 0\gTAL S}ALL I 1 'i FFE 896 0 1111 �-,_J 10.0' 12.0' t 33.8' 0 PHASE TWO BUILDING 120ft x 200ft 24,000 sf/flr x 3 FLRS 72,000 sf (Ph. 2) +88.000 sf (Ph. 1) 160,000 sf TOTAL FFE = 894.3 1.\ � 002 9.0' (TYP) i cv rF i�l 1 I TRUCK DOCK W/ CONC. PAVEMENT Tana" G PATIENT PICKUP/DROP OFF LOT 1 PHASE ONE BUILDING 120ft x 200ft PROPERTY LINE 24,000 sf/flr BLOCK 1 x 3 FLRS - - - 72,000 sf SETBACK LINE +16.000 sf (2 STORY LINK) -------- 88,000 sf PHASE ONE TOTAL X FFE = 894.3 Or - - - - ROW LINE (TYP.) �- v 13.1 TRAIL _NG BITUMINOF%jUS PROPOSED N _ PROPERTY LINE (TYP. CONNECT TO EXISTING BITUMINOUS TRAIL Site Legend (TYP.) M Site Details I I I I I I 'P61 1 8612 CURB & GUTTER 2 B618 CURE & GUTTER 3 MOUNTABLE CURB & GUTTER 4 D418 CURB & GUTTER 5 BITUMINOUS CURB 6 INTEGRAL CURB AND WALK 7 CONCRETE CROSS GUTTER 8 ENTRANCE THRU CURB AND GUTTER 9 PRIVATE CONCRETE SIDEWALK 10 PEDESTRIAN CURB RAMP 11 ACCESSIBLE DROPPED PEDESTRIAN RAMP 12 CROSS WALK STRIPING 13 TEMPORARY BITUMINOUS CUL-DE-SAC 14 TRAFFIC ARROW 15 PAINTED STOP BAR AND STOP SIGN POST BASE 16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 17 PRECAST CONCRETE WHEEL STOP 18 TYPE 3 BARRICADE 19 BOLLARD 20 PAVEMENT SECTIONS 21 BITUMINOUS TRAIL 02008 Westwood Professional Services, Inc - - PROPERTY LINE S.1 STOP SIGN LOT LINE - - - 30" SETBACK LINE S.2 -------- EASEMENT LINE X General Site Notes CURB AND GUTTER - - BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD POND NORMAL WATER LEVEL X PROFESSIONAL SERVICES. RETAINING WALL 2. -X-X- FENCE E= SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY CONCRETE PAVEMENT S.5 SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO CONCRETE SIDEWALK X EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE HEAVY DUTY BITUMINOUS PAVEMENT S.6 ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. NORMAL DUTY BITUMINOUS PAVEMENT 3. 6a NUMBER OF PARKING STALLS 4. TQ TRANSFORMER X 3�E SITE LIGHTING 5. T TRAFFIC SIGN X LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. POWER POLE 6. ° BOLLARD / POST (TYP.) M Site Details I I I I I I 'P61 1 8612 CURB & GUTTER 2 B618 CURE & GUTTER 3 MOUNTABLE CURB & GUTTER 4 D418 CURB & GUTTER 5 BITUMINOUS CURB 6 INTEGRAL CURB AND WALK 7 CONCRETE CROSS GUTTER 8 ENTRANCE THRU CURB AND GUTTER 9 PRIVATE CONCRETE SIDEWALK 10 PEDESTRIAN CURB RAMP 11 ACCESSIBLE DROPPED PEDESTRIAN RAMP 12 CROSS WALK STRIPING 13 TEMPORARY BITUMINOUS CUL-DE-SAC 14 TRAFFIC ARROW 15 PAINTED STOP BAR AND STOP SIGN POST BASE 16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 17 PRECAST CONCRETE WHEEL STOP 18 TYPE 3 BARRICADE 19 BOLLARD 20 PAVEMENT SECTIONS 21 BITUMINOUS TRAIL 02008 Westwood Professional Services, Inc t OUTLOT B 0 STORM WATER 12' D -TYPE_ POND NWL=866.1 CURB HWL=870.6 50.0,- - - - - - -- - - - _ .. clii o 0 LIFT STATION %111111111 PROJECT MONUMENT SIGN S.,o Sign Legend (Refer to MnDOT Details) REFERENCE SIZE Call 48 Hours before digging: S.1 STOP SIGN GOPHER STATE ONE CALL X 30" Twin City Area 651-454-0002 S.2 HANDICAP ACCESSIBLE Mn. Toll Free 1-800-252-1166 X General Site Notes R7 -8M 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD 12" X PROFESSIONAL SERVICES. R8-38 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS 30" X SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY R5-1 S.5 SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO 24" X EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE R6 -X1 S.6 ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 24" 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. R4-7 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING 18" X UNLESS OTHERWISE NOTED. X4-2 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND 30" X LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. R3 -X1 6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS 30" X OTHERWISE NOTED. R3-6 (R/L) 7. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED. 30" 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING W11-2 S.11 TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, 24" X DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF R1-2 TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 4 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH (T .) THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. Signage and Striping Notes 1p 0, - 1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF 10' WIDE BITUMINOUS TRAIL PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN IN WHITE (TWO COATS). 2. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS). 4 3. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE ( REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT ) PROTECTED BY CURB. 8 4. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE R W PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL - - TRANSITION BETWEEN LANES TO THE CURB. 5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS OTHERWISE NOTED. I t OUTLOT B 0 STORM WATER 12' D -TYPE_ POND NWL=866.1 CURB HWL=870.6 50.0,- - - - - - -- - - - _ .. clii o 0 LIFT STATION %111111111 PROJECT MONUMENT SIGN S.,o Sign Legend (Refer to MnDOT Details) REFERENCE SIZE MnDOT DESIGNATION S.1 STOP SIGN 30" X 30" R1-1 S.2 HANDICAP ACCESSIBLE 12" X 18" R7 -8M S.3 NO PARKING 12" X 12" R8-38 S.4 DO NOT ENTER 30" X 30" R5-1 S.5 BEGIN ONE WAY 24" X 30" R6 -X1 S.6 KEEP RIGHT 24" X 30" R4-7 S.7 HAZARD MARKER 18" X 18" X4-2 S.8 RIGHT TURN LANE 30" X 30" R3 -X1 S.9 RIGHT LANE MUST TURN RIGHT 30" X 30" R3-6 (R/L) S.10 PEDESTRIAN CROSSING 30" X 30" W11-2 S.11 YIELD 24" X 24" R1-2 0' 50' 100' 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108.5118 PH. (651) 642.9200 FAX (651) 642-1101 z, UN ITED PROPERTIES t t� Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby certify that this plan war prepared by rae m under my direct supeeviel® and that I am s duly licensed PROPOSSIONAL ENGINM under the larva of the State of Minnesota. Ryan U Edstrom }ate 07/03/08 Ltime No. 45898 W Westwood Profeslomi SeMces, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952 -937 -SM TOLL FREE I-SW937-5150 Westwood www.westwoodps.com Issues and Wsbns: PHASE TWO CIVIL SITE PLAN Commission No. 75372-07230 Norm by LAT Checked by RME SHEET C3 20061094.01SPP01.dwg ♦ 00 �.'♦ $ i t w f �p��r, �' E i�, qww �„` 1 ♦, �t�, \, \ .,` p'`'•, y � F� I � 'x 4a ♦ 's {`t ,; @ 21 � , , Notes © 2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY } ♦ SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. i ? _ THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE 1 { FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, a , TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. p i 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF Yc t "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL SURFACE �, RESTORATION” AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF f ;" ��, t. `'•� MINNESOTA. .. 4. ,.,.' r,�• � '`• ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND \ OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF -' .•-"''`�. ` ♦� `:= ESTABLISHMENT. 918 r 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING w rn j TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE ID tb f NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE 9 ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM • TO APPROPRIATE MNDOT STANDARDS. 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. ♦ \. "` `. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND co S • : \.. POINTS ° ka 9 PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN PO �' �� A♦ jos...,,. .♦ \ WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING 9os Sia GRADES. 912 \ 9� , `"9 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &GUTTER e 9 �6♦ FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED ,.w„M . •,,. -". 96 Nd? �,•, \ SURFACE GRADE. 99 9. SEE GEOTECHNICAL REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. -90, ' 0, `,... • 89� 90 10 CONTRACTOR DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS ..928 ...: Y ` AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE 9 CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER \. 196 06 908 ..a�'�d Z/` ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. J 9'o j 11. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN o \ 9 9NN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PDE `- -`-`� — —T INCLUD NG ( ) T I A N Sv P 71 PERMIT REQUIREMENTS. e 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ` m CP , ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH 9N 1p FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF ` . STORM WATER POND °�., THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE NWL=866.1 89 ` " ..,.• -9 EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. WL=$70.6 6 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY �2, 8g- 8gd METHOD AS OUTLINED IN MNDOT 2105.31`1 AND THE REQUIREMENTS OF THE \ \ GEOTECHNICAL ENGINEER. •�. 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR ` 88$82 884 PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF �...� ... ... THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. � -.. ^ �e� E O.F: 876 � 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT mm \m• 870'6 GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING ZZ ;�;11NSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR — COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE h 7 GEOTECHNICAL ENGINEER. Grading Legend PROPERTY LINE SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND INDEX CONTOUR �w:sarsttus <nxxxxxs asses INTERVAL CONTOUR CURB AND GUTTER EXCAVATION/CONSTRUCTION ACTIVITIES. `31.OF X 91.00 SILT FENCE 1.50% STORM SEWER 1�11- FLARED END SECTION E.O.F. WATER MAIN RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE SANITARY SEWER 85.00 RETAINING WALL SB -19 O O PROPERTY LINE SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND INDEX CONTOUR INTERVAL CONTOUR CURB AND GUTTER EXCAVATION/CONSTRUCTION ACTIVITIES. POND NORMAL WATER LEVEL SILT FENCE STORM SEWER SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE FLARED END SECTION (WITH RIPRAP) WATER MAIN RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE SANITARY SEWER RETAINING WALL DRAIN TILE TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE RIDGE LINE GRADING LIMITS PHONE 952-937-5150 FAX 952-937-5822 ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET TURF REINFORCEMENT MAT SPOT ELEVATION ......... FLOW DIRECTION TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SOIL BORING LOCATION INLET PROTECTION Erosion Control Notes POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 UNITED PROPERTIES Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby certify that this plan was prepared by me or under my dfrect eupervie(® and tbm I am a duly, hemsed PROFESSIONAL ENCRgM under the laws of the Stele of Minnesota 1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY Ryan M, Hddrom EXCAVATION/CONSTRUCTION ACTIVITIES. 2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION ENTRANCES. Dace 07/03/08 t<�ae No. 458 98 3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE Westwood 7699 Anagram Drive ona�servlces Inc. 7699 Anagram Drive Eden Prairie, MN 553" W THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS PHONE 952-937-5150 FAX 952-937-5822 REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER TOLL FREE 1-888-937-5150 .... MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT Westwood w .westwoodpssom ......... PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE ---;---- REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. �s�lesolldRe101 4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS CONSTRUCTION. 5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, WOOD FIBER BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR WOOD FIBER BLANKET IS REQUIRED. 7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY. 0' 50' 100' 150' NOT FOR CONSTRUCTION PHASE TWO GRADING DRAINAGE AND EROSION CONTROL PLAN Commission No. 75372-07230 N w bV LAT Checked by RIME SHEET 20061094.0IGDP01.dwg FES -9A MH IE=888.0 RE=892.4 M IE=884.14 =893.0 1E=883.49 \ RET. WALL = 892.4 Invert 12" STO = 891.25 Structure No. DIF. - 1.2' © 2 WALL = 892.41 \ CBMH-11A STO = 890.0 908.00 DIF. - 2.41' © Q MH -10 ► LR�MH-9 ► CBMH- \ SAN SERVICE BMH-1 ►- ► CE 15" I� 1 IE=885.0 1 16" WAT = 887.8 891.94 DIF. - 2.07' © 21" STO = 875.70 888.00 16" WAT = 870.0 9 8 8" W.M. - 5.7' ® 24" I 7 SAN SERVICE WAT = 867.7 892.53 I - 3.84' I E= 884.3 ELEVATIONS NOTED FOR WATER = TOP OF PIPE DIF. I 882.87 PHASE TWO BUILDING 5 CBMH I _ 120ft x 200ft 880.13 15A RD 15 24,000 sf/fir 887.60 887.27 I HASE TWO PARKING GARAGE RD -12A x 3 FLRS 14 890.57 I LEVELS RD -12 72,000 sf (Ph. 2) CBMH 13 1 GRADE C MH 1 +88.000 sf (Ph. 11 13 CBMH I 2 IRUCTURED °' 160,000 sf TOTAL 882.69 4 I 3 887.80 874.20 872.15 I 480 PARKING STALLS FFE = 894.3 1 LE EL PROOF 24 CBMH 23 894.50 I 48 889.18 23 CBMH 22 +16D 889.18 887.18 22 CBMH I 640 TOTAL STALLS 890.65 886.78 886.06 21 I 20 890.65 886.06 884.05 20 CBMH 19 889.67 FFE 895.0 879.95 6, a 6' b CBMH 16 886.40 875.70 & I , W.M�,��I 25 I 19 I 883.00 882.74 P g? P4' q o0 I I 18 CBMH 17 875.75 � I I 871.54 17 CBMH 16 875.70 871.54 871.00 16 CBMH 3 ►► 870.40 868.76 3 B H 0 CBMH-7 M TUS" PHASE ONE BUILDING 120ft x 200ft 24,000 sf/fir x 3 FLRS 72,000 sf +16.000 sf (2 STORY LINK) 88,000 sf PHASE ONE TOTAL FFE = 894.3 HYD. (TYP.) 8" PVC PLUG IE=859.1 MH RE=908.2 IE=858.6 - -. I I MH RE=894,1 I IE=881.57 I MH RE=892.9 IE=882.47 DROP MH RE=896 IE -872. IE=857.5 MH I M887.4 I E=856F 7 I I I CBMH I I M 15 CBMH-2 ► ► 1 BM - 2 B H 1 B H 3 D -- FM _ FM AFM - FM M H JITMTVE IE EXISTING CULVERT IE= TO BE REMOVED -, F EX. IE= ER X FM- EX. STUB E=850 OOJ L= o =F1A- FM POSSIBLE SANITARY IE E=849.86 IE - IE S=849.11 EX. 198'-8" P 6 0 40% 3 z 3 FIS' 00a• URE Il - , I�ae -ice, . o 0 0 EX. 16" B.V. J EX, 8" PVC IE=850.00 --� Storm Sewer Schedule 16" DIP PLUG G 4 H-3 FES -1 W/ RIPRAP / IE=866.1 Key Utility Crossings 1a RET. WALL = 892.4 Invert 12" STO = 891.25 Structure No. DIF. - 1.2' © RET WALL = 892.41 11A 21" STO = 890.0 908.00 DIF. - 2.41' © 30" STO = 885.62 891.46 16" WAT = 890.88 11 DIF. - 5.26' CE 15" STO = 885.73 10 16" WAT = 887.8 891.94 DIF. - 2.07' © 21" STO = 875.70 888.00 16" WAT = 870.0 9 8 DIF. - 5.7' ® 24" STO = 871.54 7 16" WAT = 867.7 892.53 DIF. - 3.84' ELEVATIONS NOTED FOR STORM AND SANITARY = INVERT ELEVATIONS NOTED FOR WATER = TOP OF PIPE DIF. DENOTES DIFFERENCE BETWEEN PIPES STORM WATER POND N WL= 866.1 HWL=870.6 EX. 62718" PVC OCS-30 SDR 18 0 0.40% STMH-31 18" PVC PLUG IE=839.76 4 EX. 16" B.V. EX. 16"x 16" CROSS DD DD EX. 16% 8" REDUCER -EX. 8" DIP Structure Drains To Rim Elevation Invert Elev. No. Type Structure No. Up Structure Up Structure Dn. Structure 12A RD 12 894.30 888.30 888.23 12B RD 12 895.00 888.70 888.02 11A CBMH 11 908.00 890.00 889.80 12 CBMH 11 891.46 887.42 887.06 11 CBMH 10 892.97 887.06 886.58 10 CBMH 9 891.94 886.58 886.00 9A FES 9 888.00 888.00 887.02 9 8 CBMH CBMH 8 7 892.91 889.76 885.80 884.49 884.69 883.46 7 CBMH 6 892.53 883.46 882.87 6 CBMH 5 898.58 882.87 882.37 5 CBMH 4 898.50 882.37 880.13 15A RD 15 094.30 887.60 887.27 15 CBMH 14 890.57 887.27 885.99 14 CBMH 13 889.30 885.79 884.23 13 CBMH 4 887.80 884.23 882.69 4 CBMH 3 887.80 874.20 872.15 24 CBMH 23 894.50 891.20 889.18 23 CBMH 22 892.40 889.18 887.18 22 CBMH 21 890.65 886.78 886.06 21 CBMH 20 890.65 886.06 884.05 20 CBMH 19 889.67 884.05 879.95 19 CBMH 16 886.40 875.70 873.80 25 CBMH 19 886.65 883.00 882.74 18 CBMH 17 875.75 872.00 871.54 17 CBMH 16 875.70 871.54 871.00 16 CBMH 3 877.84 870.40 868.76 3 STMH 1 1 877.00 1 866.36 1 866.10 10*2110 1:: • • •• ftzqvjke' M. : :•• • EX. UTILITY INFORMATION TAKEN FROM MNDOT PLANS DATED 02/14/06 EXISTING - - PROPOSED - - PROPERTY LINE .... ..... ...... ..... I ..... ...... ..... ..... -------- EASEMENT LINE _..........................:. CURB AND GUTTER :.::...................:..::.•, ►------- SANITARY SEWER ----------- l'`- - - FM SANITARY SEWER FORCE MAIN ►►� STORM SEWER ....................... I WATER MAIN ....................... <;.................<..,:: HYDRANT 1-«+ _ ............._....._,,,;,.....................- cis GAS ....................... ........................... Auer UNDERGROUND ELECTRIC ........................::,:,......................... POH OVERHEAD ELECTRIC -- * - >uc UNDERGROUND TELEPHONE -'- ---- WH OVERHEAD TELEPHONE .................. ............ froom TELEPHONE FIBER OPTIC .......... ............ :.;............____-- cry CABLE TELEVISION ►►► DRAIN TILE ►� GATE VALVE FLARED END SECTION (WITH RIPRAP) 'E LIGHT POLE X© VERTICAL UTILITY SEPARATION 0' 50' 100' 150' NOT FOR CONSTRUCTION 02008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 General Utility Notes 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL BE PER MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8, PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER MAIN CROSSINGS WITH SANITARY SEWER OR STORM SEWER. 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS 52 WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM SANITARY SEWER & STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. 13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE PVC SCHEDULE 40. 15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED. PVC STORM SEWER PIPE SHALL BE SCHEDULE 40 PIPE. FLARED END SECTIONS SHALL BE RCP WITH TRASH GUARDS & RIP -RAP. 16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). 17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. tuna n nii vr%c 1/4 X 1 " FLAT BAR (ROLLED TO PROVIDE OUTER RING) OUTSIDE MH WALL TO FLAT BAR - 1" PROVIDE 4 -1/2 - SS ANCHOR BOLTS W/CLIPS A rlu i uirrED GALVANIZED GRATE IN 2 SECTIONS CUSTOM CONCRETE WEIF WITH V -NOTCH (SEE CROSS SECTION FOR DIMENSIONS) :. 9 -#5 SMOOTH BAR ® 4" O.C. EACH WA (PROVIDE 3-1/4" x 3-1/4" OPENING) ELAN r RE=870.6 9" -5" V -NOTCH IE=866.1 24" RCP ELEVATION .:.:..:...:...: . 6 IE=863.0 FILL SUMP NTH 6'-0 J�lr -9a CONCRETE TO s INVERT ELEVATION SECTION A -A NTS ELEVATION=870.0 ;;... IE=866.0 POND OUTLET CONTROI 6'-0" INLET INVERT STRUCTURE WEIR SECTION WITH WEIR AND NTS V -NOTCH POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 UNITED PROPERTI[".S Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby certify that thio plan wes prepared by mem under my direct eupervtelim and that I am a duly H®e,.d PROFESSIONAL RNGNM under the lavia of the State of Minnesota Ryan hL Edstrom Due 07/03/08 License Na 45898 W Westwood Profealcnel Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 �� ayy�� TOLL FREE 1.888.937-5150 viestll cod vvww.westivoodps.com Issues and ReHsions: PHASE TWO UTILITY PLAN Commission No. 75372-07230 kown by LAT Checked by RME SHEET 5 20061094.01UTP01.dwg OUTLOT A \ BUILDING SETBACK LINE ^ay PARKING SETBACK LINE d RETAINING WALL PATIENT NOTE: \ PUBLIC 10' WIDE BITUMINOUS TRAIL TO BE CONSTRUCTED W/SITE --\ TRUCK DOCK W/ CONC. PAVEMENT UILD LOT 1 PHASE2Of x 2B00ft ING p 1 /'1/'� V 4 24,000 sf/ ^^ PICKUP/DROP OFF MNDOT (TYP.) - - 0000 ROW LINE (TYP.) - - - _ - -- - - - �� I I I I �I I I 5 on K' _ - 111�11�1111 I _ PROJECT MONUMENT 1� _TRAIL SIGN STI EXING BITUMINOUS PROPOSED - - - _ PROPERTY LINE 17vo.� © 2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 General Site Notes 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. Signage and Striping Notes 10' WIDE BITUMINOUS TRAIL 1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF MnDOT DESIGNATION - / Site Legend / S.1 AS SHOWN IN WHITE (TWO COATS). / EXISTING \ PROPOSED 30" ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE S.2 PROPERTY LINE .......... ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE LOT LINE REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT S.3 - SETBACK LINE ------ - -EASEMENT LINE S.4 FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL CURB AND GUTTER TRANSITION BETWEEN LANES TO THE CURB. 5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS POND NORMAL WATER LEVEL ' 24" RETAINING WALL 30" R6 -X1 -X-X- FENCE 0 X CONCRETE PAVEMENT R4-7 S.7 CONCRETE SIDEWALK 18" X HEAVY DUTY BITUMINOUS PAVEMENT X4-2 S.8 NORMAL DUTY BITUMINOUS PAVEMENT 30" 6s NUMBER OF PARKING STALLS R3 -X1 0 TRANSFORMER 30" E SITE LIGHTING R3-6 (RA) T TRAFFIC SIGN - re' POWER POLE W11-2 ° BOLLARD / POST © 2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 General Site Notes 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. Signage and Striping Notes 10' WIDE BITUMINOUS TRAIL 1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF MnDOT DESIGNATION PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS S.1 AS SHOWN IN WHITE (TWO COATS). 2. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT 30" ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE S.2 LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS). 3. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE 18" REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT S.3 PROTECTED BY CURB. 4. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE 12" PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' S.4 FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL 30" TRANSITION BETWEEN LANES TO THE CURB. 5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS S.5 OTHERWISE NOTED. OUTLOT B D -TYPE STORM WATER CURB NWL=866.1 � -P- N D - HWL=870.6 - - 50.0' . _... -� 0 o LO - _ - LIFT STATION D Site Details 1 8612 CURB & GUTTER 2 B618 CURB & GUTTER 3 MOUNTABLE CURB & GUTTER 4 D418 CURB & GUTTER 5 BITUMINOUS CURB 6 INTEGRAL CURB AND WALK 7 CONCRETE CROSS GUTTER 8 ENTRANCE THRU CURB AND GUTTER 9 PRIVATE CONCRETE SIDEWALK 10 PEDESTRIAN CURB RAMP 11 ACCESSIBLE DROPPED PEDESTRIAN RAMP 12 CROSS WALK STRIPING 13 TEMPORARY BITUMINOUS CUL-DE-SAC 14 TRAFFIC ARROW 15 PAINTED STOP BAR AND STOP SIGN POST BASE 16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 17 PRECAST CONCRETE WHEEL STOP 18 TYPE 3 BARRICADE 19 BOLLARD 20 PAVEMENT SECTIONS 21 BITUMINOUS TRAIL 5.10 Sign Legend (Refer to MnDOT Details) REFERENCE SI7F MnDOT DESIGNATION S.1 STOP SIGN 30" X 30" R1-1 S.2 HANDICAP ACCESSIBLE 12" X 18" R7 -8M S.3 NO PARKING 12" X 12" R8-38 S.4 DO NOT ENTER 30" X 30" R5-1 S.5 BEGIN ONE WAY 24" X 30" R6 -X1 S.6 KEEP RIGHT 24" X 30" R4-7 S.7 HAZARD MARKER 18" X 18" X4-2 S.8 RIGHT TURN LANE 30" X 30" R3 -X1 S.9 RIGHT LANE MUST TURN RIGHT 30" X 30" R3-6 (RA) S.10 PEDESTRIAN CROSSING 30" X 30" W11-2 S.11 YIELD 24" X 24" R1-2 0' 50' 100' 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55109-5118 PH. (651) 642-9200 FAX (651) 642-1101 aVw` :.Y ,UNITED PROPERTIES Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I bewby avr fy tbet " pbn wra j 1 4 by mom undo my dbear =pcvW® eed that I am • duly Hamed PROWHSSMAL mJ(;agm uadv the 1n of die faro of 9lhmema. Ryan M &W= n x 07/03/08 Ulaam Na 45898 W Wertwood Profado [ SuAcK Inc 7699 Anagram Drtva Edon Pralrk NIN 55341 PHONE 952-9373150 FAX 952-937-9972 �� yy�.�.�� TOt1FREE 1�6-886 M511t��ood ww -ww woodpmom Issues and Rekiiam: PHASE ONE CIVIL SITE PLAN Commission No. 75372-07230 Uwtm by LAT Checked by RME SHEET C 6 20061094.01SPP02.dwg PLANT SCHEDULE CODE QTY 64 - EQM ABM - IHL - REO - SWO - GSL - PRE - rt71 TEA CANOPY COVERAGE DATA: THTFVB Queen' 2.5" M JJ 2.5" SSC e 2.5" PRC r 4 AUP - ="' r TEA CANOPY COVERAGE DATA: MAJ Queen' 2.5" M JJ 2.5" SCJ e 2.5" ALC 2.5" DBH 2.5" DKL 2.5" COL 2.5" ABH 0. C. CAD 24" HT., CAV CONT. SMS 0. C. NFS ="' r 1 CANOPY COVERAGE DATA: SDO Queen' 2.5" ASD 2.5" AJS e 2.5" SAG 2.5" BES 2.5" KFG 2.5" RSH 2.5" FFR 0. C. RSG 24" HT., EMI COMMON/BOTANICAL NAME )VERSTORY Emerald Queen Norway Maple / Acer Flatanoides 'Enver Autumn Blaze Maple / Acer freemanii 'Jeffersred' Imperial Honeylocust / Gleditsia triacanthos inermis 'Im Red Oak / Quercus rubra Swamp White Oak / Quercus bicolor Greenspire Linden / Tilia cordata 'GreEnspire Princeton Elm / Ulmus americana 'Princeton' ORNAMENTAL Thornless Hawthorn / Crataegus crus-golli inermis Fox Valley Birch / Betula nigra 'Little King' Spring Snow Crabapple / Malus 'Spring Snow' Prairie Rose Crabapple / Malus 'Prairie Rose' CONIFEROUS Colorado Green Spruce / Picea pungens Black Hills Spruce / Picea glauca densato Austrian Pine / Pinus nigra SIZE NOTES CANOPY COVERAGE DATA: - CAL. I Queen' 2.5" BB 2.5" BB e 2.5" BB 2.5" BB 2.5" BB 2.5" BB 2.5" BB 1.5" BB 1.5" BB 1.5" BB 1.5" BB 7' HT., BB 7' HT., BB 7' HT., BB 451 SHRUBS - Techn Arbovitae / Thuja occidentalis 'Techn ' 6' HT., BB CANOPY COVERAGE DATA: 48" 0. C. - Money Juniper Juniperus chinensis Maneyi 24" HT., #5 CONT. 36" O.C. - Mint Julep Juniper / Juniperus chinensis 'Monlep' 36" SPRD., #5 CONT.36" O.C. - Scandia Juniper / Juniperus sabina 'Scandia' 24" SPRD., #5 CONT.36" 0. C. - Alpine Currant / Ribes alpinum 24" HT., #2 CONT. 30" 0. C. - Dwarf Bush Honeysuckle / Diervilla lonicera 24" HT., #5 CONT. 30" 0. C. - Dwarf Korean Lilac / Syringo meyeri 'Palibin' 36" HT., #5 CONT. 36" O.C. - Common Purple Lilac / Syringa vulgaria 36" HT., #5 CONT. 48" 0. C. - Annabelle Hydrangea / Hydrangea arborescens 'Annabelle' 36" HT., #5 CONT. 36" 0. C. - Cardinal Dogwood / Cornus sericea 'Cardinal' 36" HT., #5 CONT. 36" 0. C. - Compact American Viburnum /Viburnum trilobum 'Bailey Compact' 36" HT., #5 CONT. 36" 0. C. - Snowmound Spirea / Spiraea nipponica 'Snowmound' 24" HT., #5 CONT. 36" O.C. - Neon Flash Spirea / Spiraea japonica 'Neon Flash' 24" HT., #2 CONT. 30" O.C. - Fire Light Spirea / Spiraea x 'Fire Light' 18" HT., #2 CONT. 24" O.C. 370 SF PERENNIALS - Stella De Oro Daylily / Hemerocallis 'Stella De Oro 2 -Year, #1 CONT 18" O.C. - Apricot Sparkles Daylily / Hemerocallis 'Apricot Sparkles' 2 -Year, #1 CONT 18" 0. C. - Autumn Joy Sedum / Sedum x 'Autumn Joy' 2 -Year, #1 CONT 24i1 O.C. - Russian Sage / Perovskia atriplicfolia 2 -Year, #1 CONT 24" O.C. - Black Eyed Susan / Rudbeckia fulgida 'Goldsturm" 2 -Year, #1 CONT 18O.C. - Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster' 2 -Year, #1 CONT 36" O.C. - Royal Standard Hosta / Hosta 'Royal Standard' 2 -Year, #1 CONT 24 0. C. - Feesays Form Ribbon Grass / Phalaris arundinacea 'Feesays Form' 2 -Year, #1 CONT 18 0. C. - Red Switchgross / Panicum virgatum 'Shenandoah' 2 -Year, #1 CONT 24" 0. C. - Engelman Ivy / Parthenocissus quinquefolia var. engelmonii 2 -Year, #1 CONT VARIES NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. OWNER RESERVES THE OPTION TO RELOCATE EXISTING CONIFERS AND DECIDUOUS PLANT MATERIAL ON SITE AND USE FOR LANDSCAPE PLANTINGS REGARDLESS OF THE TYPE OF SPECIES. 1�a ,-- r 0 7 1 3 PLANTING NOTES LANDSCAPE DATA CONTRACTOR SHALL CONTACT GOPHER "ONE CALL" (651-454-0002 or 800-252-1166) TO VERIFY LOCATIONS OF CANOPY COVERAGE DATA: ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANT OR LANDSCAPE MATERIAL. EXISTING CANOPY COVERAGE ON SITE - 221,675 SF. (40%) ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. PROPOSED CANOPY COVERAGE TO REMAIN ON SITE - 124,341 SF. (23%) NO Pt ANTING WII I RF INSTAI I FD UNTII AI I GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE CANOPY COVERAGE REQUIRED ON SITE - 109,498 SF. (20%) AREA. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECTS OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL ALSO HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. PLANTS TO BE INSTALLED AS PER STANDARD ANSI PLANTING PRACTICES. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; BUFFERYARD DATA: BUFFERYARD "B" USED IN CALCULATIONS POWERS BOULEVARD (0.8 MULTIPLIER USED) - TOTAL OVERSTORY TREES REQUIRED - TOTAL UNDERSTORY TREES REQUIRED - TOTAL SHRUBS REQUIRED - HWY 312 (ON-RAMP) (1.0 MULTIPLIER USED) - TOTAL OVERSTORY TREES REQUIRED - TOTAL UNDERSTORY TREES REQUIRED - TOTAL SHRUBS REQUIRED - TEMPORARY ONLY. OVERALL PLANT DATA: OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. TOTAL OVERSTORY TREES - PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING. TOTAL UNDERSTORY TREES - WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. TOTAL SHRUBS - STAKING OF TREES OPTIONAL; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. BACKFILL SOIL TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS. ALL SHRUB PLANTING BEDS (WITHIN SODDED AREAS) SHALL HAVE WEED BARRIER FABRIC, 4" OF SHREDDED HARDWOOD BARK MULCH AND VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE PLACED WITH SMOOTH CURVES AND AT LEAST 3' FROM THE CENTERS OF EVERGREEN TREES. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD BARK MULCH AROUND ALL TREES AND SHRUBS. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). ALL PERENNIAL BEDS AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" OF SHREDDED HARDWOOD BARK MULCH AND VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE PLACED WITH SMOOTH CURVES. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. FOUR INCHES OF SHREDDED HARDWOOD BARK MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS. SHREDDED HARDWOOD BARK MULCH 4" DEEP SHALL BE PROVIDED IN ALL PLANTING BEDS ADJACENT TO SIDEWALKS AND DRIVEWAYS. SEEDED AREAS TO BE MN/DOT SEED MIX 340 EXCEPT AROUND THE POND. REFER TO MN/DOT SEEDING MANUAL 2007 EDITION FOR EXACT SEED QUANTITIES, BROADCAST RATES, ACCEPTABLE SEED INSTALLATION METHODS, AND FOR MAINTENANCE OF SEEDED AREAS. SEEDING AROUND THE POND SHALL BE PLANTED WITH BWSR SEED MIX W5 (WETLAND FRINGE), AS SHOWN ON PLAN, DOWN TO THE NORMAL WATER LEVEL OF THE POND. FOR EXACT BWSR SEEDING MIXTURES AND BROADCAST RATES REFER TO "RESTORING & MANAGING NATIVE WETLAND & UPLAND VEGETATION" DATED JANUARY 2006. FOR MAINTENANCE OF AREAS SEEDED WITH BWSR W5 REFER TO Crossroads ` of Chanhassen LANDSCAPE MAINTENANCE PLAN BY WESTWOOD PROFESSIONAL SERVICES. i ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX. ALL SOD AREAS SHALL BE PREPARED WITH 4" OF TOPSOIL AND RAKED TO REMOVE ?: DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. 0 SEED AREAS AS SHOWN ON PLAN WITH MN/DOT SEED MIX 330 (NATIVE MIX FOR SANDY/DRY AREAS). REFER TO MN/DOT SEEDING MANUAL 2007 EDITION FOR BROADCAST RATES, EXACT SEEDING MIXTURES, SEASON OF PLANTINGCO FOR SEEDING, SEED ESTABLISHMENT METHODS, AND ALL MAINTENANCE REQUIREMENTS. a) PROVIDE IRRIGATION TO ALL PLANTED AND SODDED AREAS ON SITE. NO IRRIGATION SHALL BE PLACED WHERE p MN/DOT SEED MIX 340 IS PLANTED, AS SHOWN ON PLAN. IRRIGATION WILL BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE - SITE DISTURBED DURING CONSTRUCTION. O6+ REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.' 720 LF. 14 21 35 572 LF. 12 23 36 REQUIRED PROVIDED 26 83 44 71 71 451 02008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 `An PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS �3 � INTACT. GUYING AND STAKING IS MANDATORY FOR ONE (1) ,K YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1 )¢" WIDE STRAP. Y WHERE WRAPPING IS CALLED FOR: WRAP FROM GROUNDLINE UPWARD TO FIRST BRANCHES. PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT 2x BALL PITS - DO NOT PILE AGAINST TRUNK. DIA TER FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. TREE DETAIL SHRUB DETAIL EVERGREEN DETAIL SEED LIMIT LINES (TYP.) AREA NOT TO BE IRRIGATED FFD LIMIT I INFS (TRIG) AREA NOT TO BE IRRIGA A - REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE. ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED MULCH AND WEED BARRIER FABRIC. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. SCARIFY SIDES AND BOTTOM OF HOLE BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS INTACT. GUYING AND STAKING IS MANDATORY FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1 X2" WIDE STRAP. PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. Chanhassen Fairview Medical Center Landscape Maintenance Plan Chanhassen, Minnesota *Refer to Landscape Plan dated July 3, 2008 for specific limits of seeded areas. W5 Seeded Areas: Year 1- Planting: Season for Planting April 15 -July 20 or Sept 20 -Oct 20. If spring planting -after seeding mow 6-8 inches with mower every 30 days after planting until September 30. Weed control -mowing should help control annual weeds. Spot spray thistles. If fall planting, the following season mow 6-8 inches with mower once in May, June, and July. Weed control -mowing should help control annual weeds. Spot spray thistle. Evaluation: Cover crop growing within 2 weeks of planting (except dormant plantings). Seedlings spaced 1-6 inches apart in drill rows. Native grass seedlings may only be 4-6 inches tall. If there is a flush of growth from foxtail etc., mow as necessary with mower. Year 2 - Maintenance: Mow 6-8 inches with mower one time between June 1 -August 15 before weeds set seed. Weed control -mowing should keep annual weeds down. Spot spray thistles etc. Some sites may not require much maintenance the second year. Evaluation: Cover crop will be gone unless winter wheat was used in a fall planting. Grasses forming clumps 1-6 inches apart in drill rows, but still short. Some flowers should be blooming (back -eyed Susans, bergamot, etc). If there is a flush of growth from foxtail, etc., mow site with mower. Year 3 - Maintenance: Mow area with mower only if necessary. Spot spray thistles, etc. for weed control. Sites usually do not require much maintenance the third year. Evaluation: Planting should begin looking like a prairie -tall grasses, flowers etc. Long Term Maintenance: Spot spray thistles etc. for weed control. Burning (3-5 year rotation) alternate spring and fall if possible. Haying (3-5 year rotation) late summer or early fall. Alternate with burning (may substitute for burning). Burning two years in a row will really clean up rough looking sites. 0' 50' 100' 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 - +8 UNITED PROPERTIES Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby certify that this plan was prepared by me or under my direct mpervldon and that I am a duly licensed LANDSCAPE "CHnWr under the lawn of the State of MlaneaMe. Chad H Feigum Date 07/03/08 Ltoeoae Na 4650 W Westwood Profealonal Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5872 te�TOLL FREE 14MB-937-5150 Wptvivo d www.westwoodps.wrn Issues aM Wsk: PHASE TWO LANDSCAPE PLAN Commission No. 75372-07230 Drawn by CEF Checked by CEF SHEET 20061094.01 PLP01.dwg 42. 0 42.l 1 9 1.6 1. 1.5 1.7 1.7 1.7 1.8 42.1 42.15 42.7 42.8 42.9 1.9 ;2.3 1.5 1.2 2 _2_1-.D-fi:0-t1� .5 4.1 *9.5 '4. 6 +4.7 +4. 9 4.5+3. 43.0=2.32.8 42.8 43.9 11.1 6.1 +2.8 1.3 42.4 + . 9 43.641 + .7 8.15 46.3 46.3 46.9 6.6 46.0 8. 43.9 43.0 _ 43.5 44. 44.3 43.9 6.1 42.9 43.1 43.7 4.6 8.8 46. tt. 0{71.9 + . 1 6.2 45.0 43.6 8. 8.78,0+3 9 .6 .7 4.4 .5+6.73. 6.66.8,98',78.13.28.76.9 +),76.171 68 2 4.3+4 04.5 .947.36.9+9.06._ �8.56.61.65.6-*4-.2- 10. 6.847.78.fi+9.2+3 89.38 647.1 6.6 .1 626! 6.04/.7449.942 7� Q'O. .1*6.91. 4.143. 44.28 547.0 6.2 ,96.BI6A526. 6.73.8 6,3 4.641 0pp10,3 0.16.16. 44.744. 4.48. 6.86.2 .86.9.3 8.86.441.18;,9+4.443. +8.1 .347.18.544.4 4. 44.38. 46. 15.1471.86.2 .36.047.56.3+5.'.243.8+2. 8.48 88.644.3+3.5+3.543.644. 8.1'6.046`747.04.76.5 6.18.3 4. 43.342. ,144.1 4119 4 .5 44.0 .142.7 .943 .9 4.0 49.7 1.2 8.3 8.1 49.9 .6 49.2 43 . 42 .8+2.2 43.3 49 1h43.3 43. 4 .0 42.6 .6 42.9 .3 43.8 8. 43.643 543.9 . 3 43 .3 43 .0 42 .5 42 .0 11142.6 42. 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(4 REWD) CONNECTION u 0 3 0 4.2 3.8 2 9 + + +3. + + + + + + +0 +0.0 +0.0 1Q I + I +4 * � + � 09 1 !, 5 4 ,.3 3.3 3. 9 ik�4 4 : 4�� z: o � . 8 8 4 .4 4 .4 4 �s 4 .5 5.0 9.09.7 5. 6 3 . 1 !�. 6 + � �r0.0 +0.0 0 +I +27.715.8 +X7.7+7.9 + + + + 12 +j + + 0.h� �.4.7 6.7 X7.1 6.7 5.0 4.0 4.5 6.3 *.9 8.0 X7.0 5.1 4.5 5.4 21.2 X7.9 3.9 3.3 4.2 6.2 6.7 4.8 4.1 4.9, $ 3 1 LL 1.6JQ .7 0.4 0.0 0.1 0.0 0.0 -_--- - 8.8 9.2 > 4.3 5 2 9 �8 7 6.3 rl� 0.1 . l 0 .2 0 ;I 3 _ r� 9.2 7J 4 +47-3 5 2 8 .2� j$ 4� 9. 0 6.2 T T 5.4 2.6 2.1 1.8 1.0 +0 A8 0.4 0.2 V3 5.0 +� . 3 1. 0 0. 6 D!� 10.2 +0.1 1 11 11 1-14 t]6 tie 2'+1 ^y + + + + + +13 jF + + + + + + + + + + + + + + + + + + + + + + + + +;//. + +0 + + + + 0.1 0.2 0.3 0.5 .8 1.9 2 2� 3�.2I 3. 3.2 2 51 .4 6.7 8.6 9.4 8.6 6.7 4.5 5.1 +7.3 8.9 8.8 X7.9 5.9 4.8 6.1 8.1 9.0 8.7 6.8 4.4 3.4 4.8 27.1 8.6 8.5 X7.1 �.5 1 .2/ 1. 0.7 0.5x3 0.1 0.1 0.1 (5.2 0.3 0. 1 1 .1 3.8 6.1 21.0 X7.1 5.6 3.8 2.8 3.1 4.7_ 6.5 6'j.6 + VVH++ + + + + I I+ 0.1 + + �.2 0.3 0. 1 .4 5. X + 8.0 4. �+ ++ +26't 2 �4.4 4 1 + 3.8 +3 9 +5.2 6. + +3.2 +3 1 +3.7 4. 5'9 4.4` 4 3 3.3 ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION 4. Max �IJ9 Avg/Min 15.0 UGHT POLE t7 9 9.1 EMU 5.4 2.6 2.1 1.8 1.0 +0 A8 0.4 0.2 V3 5.0 +� . 3 1. 0 0. 6 D!� 10.2 +0.1 1 11 11 1-14 t]6 tie 2'+1 ^y + + + + + +13 jF + + + + + + + + + + + + + + + + + + + + + + + + +;//. + +0 + + + + 0.1 0.2 0.3 0.5 .8 1.9 2 2� 3�.2I 3. 3.2 2 51 .4 6.7 8.6 9.4 8.6 6.7 4.5 5.1 +7.3 8.9 8.8 X7.9 5.9 4.8 6.1 8.1 9.0 8.7 6.8 4.4 3.4 4.8 27.1 8.6 8.5 X7.1 �.5 1 .2/ 1. 0.7 0.5x3 0.1 0.1 0.1 (5.2 0.3 0. 1 1 .1 3.8 6.1 21.0 X7.1 5.6 3.8 2.8 3.1 4.7_ 6.5 6'j.6 + VVH++ + + + + I I+ 0.1 + + �.2 0.3 0. 1 .4 5. X + 8.0 4. �+ ++ +26't 2 �4.4 4 1 + 3.8 +3 9 +5.2 6. + +3.2 +3 1 +3.7 4. 5'9 4.4` 4 3 3.3 ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION 4. Max �IJ9 Avg/Min 15.0 UGHT POLE t7 9 9.1 3. I 27.15 +3 + I +3.0 + 5.1 +3.8 8 1 +8. 6 ® 5.4 2.6 2.1 1.8 1.0 +0 A8 0.4 0.2 V3 5.0 +� . 3 1. 0 0. 6 D!� 10.2 +0.1 1 11 11 1-14 t]6 tie 2'+1 ^y + + + + + +13 jF + + + + + + + + + + + + + + + + + + + + + + + + +;//. + +0 + + + + 0.1 0.2 0.3 0.5 .8 1.9 2 2� 3�.2I 3. 3.2 2 51 .4 6.7 8.6 9.4 8.6 6.7 4.5 5.1 +7.3 8.9 8.8 X7.9 5.9 4.8 6.1 8.1 9.0 8.7 6.8 4.4 3.4 4.8 27.1 8.6 8.5 X7.1 �.5 1 .2/ 1. 0.7 0.5x3 0.1 0.1 0.1 (5.2 0.3 0. 1 1 .1 3.8 6.1 21.0 X7.1 5.6 3.8 2.8 3.1 4.7_ 6.5 6'j.6 + VVH++ + + + + I I+ 0.1 + + �.2 0.3 0. 1 .4 5. X + 8.0 4. �+ ++ +26't 2 �4.4 4 1 + 3.8 +3 9 +5.2 6. + +3.2 +3 1 +3.7 4. 5'9 4.4` 4 3 3.3 +5.0 ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION 4. Max �IJ9 Avg/Min 6.2 UGHT POLE +- 2 6.0 +4 3. I I +3 9 1 '4.4 +3.0 + +5.0 ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION +1.t. Max /10 GROUND WIRE TO UGHT FIXTURE Avg/Min +3.7 UGHT POLE 5 2 6.0 +4 .1 3 . Top of Parking Ramp BASE PL0E COVER 10.6 +3.0 /6 BARE COPPER �+4�2 +3.8 + + +0 + + ! + 5. `8 4. 9 3.0/ 1. 8 l. l 7 0. 0. 2' 0 ./1 0. 1 0 .0 3.2 2 . + . 5 /+0.9� +0 3� 0 .2 +d .1 +0.1 + + + + + + + + + 1 + + + + + + + + + + + + + + + + �' + + 0.12 0.3 0.5 1 .2 5. 8. 1 7.72.17 2:9 3.4 5.1 4.7 4.8 3.5 3.2 3.3 3.6 5.4 5.1 5.2 3.7 3.4 3.7 3.9 6.0 5.7 4.9 3.7 3.4 3.7 5.2 5.1 5.4 3.2 .5 1. / 0 +.5 +0.30.2 +0.1 +0.1 ' A2 _ _ 0 0.3 0.5 + + +8 +8 +6 + + + + + + + + + + + + + + + + +2 + + + + 10 + U 0. 2.1 4. 9 vt7 . 4 8. 6 8.5 6. 8 4. 4 3 .1 3.4 5. 0 8 .1 8.2 6 3 7 4. 0 �5 8 .19 (*T 9 4. 6 4. 5 7 9. 6 . 9 �. 9 4.6 tl 7 9. 0 6 2. 1 4 . 7 0. 2 0. 1 0.1 0 1 4� + + �+ + 1 J44 + 1 +1 + + -�+-� } +++++0.2 0.3 0.5 .0. 1.8 3.2 5 .821,9' 2.3''. 3.q , 6.9 4.0 2.9 3.0 4.1 X7.4 9.0 6.3 4.0 2.9 3.3 4.3 X7.9 5.1 3.7 3.1 3.9 5.9 8.2 .0 3.� 2. 1.0 0.5 0 3 0.2 0.1 0.1 0.0 2 2 _ ---- -� 20 + 1. - - 2.5 2. 4 2.3 1.7 1_.5 1.6 2.4- 4B8 3. 6 2.1 1 . 4 1. 4 2.2 3 7 4 -X3__22-0_ 1_3 4 2 4 3 9 +2 a--- 1.8 1-_3 1. 9 3. 0 1 2 0 1 0 1- _ 1 0 _ 1_ 0.0 + + + + + + +1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.2 0.3 .5 0.7 1.0 1.2 .1� 0.8 0.9 1.0 1.4 1.6 1.2 1.0 0.7 0.7 0.8 1.2 1.4 1.0 0.8 0.7 0.7 0.7 1.2 1.3 0.8 0.8 0.7 0.7 0.9 1.2 1.0 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.6 0.6 0.5 0.4 0.4 0.3 0.4 0.5 0.5 0.5 0.3 0.3 0.3 0.4 0.5 0.5 0.4 0.3 0.3 0.3 0.4 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 ,0W+E - - JVD is - + + 10 + + + + + + + '0 + + + + + + +- + + + + + + +-----+ + + + + + + + + + + + + + + + + 0.0 0.1 .1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 .3 0.3 0.3 0.3 �:3- 6:3 0.2 0. 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 "THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY; ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC. Max /10 GROUND WIRE TO UGHT FIXTURE Avg/Min GROUND LUG INdDE POLE UGHT POLE OPPOSITE HANDHOLE 9.9 PROVIDE BUSHINGS 2.39 ON CONDUITS Top of Parking Ramp BASE PL0E COVER 10.6 1• FORMED CHAMFER /6 BARE COPPER (HAND TROWEL EDGE NOT ACCEPTED) GROUND 'MRE IN ANCHOR BOLTS (4 REO -D) 1/2• PVC CONDUIT WITH TWO NUTS EACH. (D ® 3 INSTALL SQUARE WITH SINGLE 36000 0.750 PARKING LOT. ySEAMLESS Revision: Date: SONOTUBE TYPE FORM FOR CONCRETE BASE.(REMOVE SONOTUBE GRADE LEVEL AFTER CONCRETE SETS, RuenNIsH, NO PAINT) CADWEID OR -/3 RES 016. O.C.• DOUBLE LUG o i#4 REINF. (4 REWD) CONNECTION m SPACE EVENLY x _U Fy CONDUITS (PVC) SCH 40 WITH W COPPER CLAD3• 0 CLEAR LONG SWEEP ELBOWS Z GROUND ROD 24• ^ /^Q I..L I..L Z • ALL RESTEEL GRADE 60, ASTM A615 W Q DIMENSION SCHEDULE 2 -X-Teo QCn Y=3'-0• 2-2' 0• CONCRETE SHALL BE 4,000 PSI O 28 DAYS WITH 6% AIR ENTRAINMENT TYPICAL LIGHT POLE BASE DETAIL NTS SITE LIGHTING PHOTOMETRIC PLAN SCALE: t•=40' o� �o - O ISOMETRIC VIEW Calculation Summary Label Avg Max Min Avg/Min Max/Min General Parking 5.73 9.9 2.4 2.39 4.13 Top of Parking Ramp 4.86 10.6 1.3 3.74 8.15 Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description Pole Material: 7 A2 BACK -BACK 110000 0.750 Techlight #VBLAEIBAI-1000W-MH-TYP5 - Pole #RTP27 Vertical Concrete Base: 12 B SINGLE 110000 0.750 Techlight #VBLAJIBBI-1000W-MH-TYP3 - Pole #RTP27 (D ® 3 WM SINGLE 36000 0.750 Techlight #VBMAJIBBI-400W-MH-TYP3 - Wall Mtd at 18' General Notes A. Perimeter, type III, fixture optics are to be directed into the site. TARGET SITE LIGHTING SCOPE NOTES Fixture Manufacturer: Techlight Fixture Side Skirts: None Lamp Type: Metal Halide Pole Material: Steel Lamp Wattage: 1000W Mounting Height: 27' Pole + T Base Lamp Orientation: Vertical Concrete Base: 3' High & 24" Dia. Fixture Type: Shoe Box 3 =m00 For Additional Lighting Information and Pricing Contact: On -Site Lighting & Survey, LLC PH: 763-684-1548 Project No. 7080626 Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the of the layout to existing or future field conditions. This lighting pattern represents Illumination levels calculated from laboratory data taken under controlled conditions utilizing current Industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Acutal performance of any manufacturer's luminaire may vary due to Variation in electrical voltage, tolerance In lamps And other variable Heid conditions. 0) Do UCD J O N _J Do M ' LID J rLO cc If Z LL O ^ , U� VJ z Do IUD 04 o N tf„X @ � 3 =m00 �./ / ' (D r r � L O Revision: Date: _U Fy W 0 Z 0 ^ /^Q I..L I..L Z W Q t'n I -- U) O QCn LU Z Z Q � = Z 02 M2 Project # 7080626 Contract it Issue Date. 6/26/2008 Scale: AS NOTED Drawn/Checked: SAS/SAZ Sheet # Rev. # SL1 0 F RECONVEYANCE OF MN DOT R.O.W. TO OWNER PRIOR TO SITE CONSTRUCTION L _L L 0 m CP N 1 / RETAINING WALL \ PRIMARY BLUFF / - SEE CIVIL \\ / \ /CREEK OVERLAY LINE G�, PHASE TWO BUILDING 120ft x 200ft 24,000 sf/flr X 3 FLRS 72,000 sf (Ph. 2) +88,000 sf (Ph. 1) 1 160,000 sf TOTAL ,A PHASE ONE BUILDING '- 120ft x 200ft ~ 24,000 sf/flr w x 3 FLRS 0 72,000 sf +16,000 sf (2 STORY LINK) 88,000 sf PHASE ONE TOTAL I - A _ -- - -- - - ' - CITY TRAIL BUILQINC,SETBACJK' u - - - - PBLVD" O WERS OVERALL SITE PLAN - PHASE TWO 1"=50' n ./ '-MONUMENTSI( SEE 5/A3.1 SIGN # Q O N V— — - — — — V Q SIGN # 1- EE 1 STORM WATER PON - SEE CIVIL DRAWINGS CITY LIFT /STATION 0 25' 50' 100' NORTH SIGN # Z SEE ' I I yI N h -- --, CITY TRAIL MONUMENTSIGI� —BUILUJ G -SETBACK SEE 5/A3.1 — — — RECONVEYANCE OF NG SETS �— MN DOT R.O.W. AREA TO OWNER -�VD. - - POWERS BL OVERALL SITE PLAN - PHASE ONE 1"=50' PRIOR TO SITE CONSTRUCTION 0 25' 50' 100' NORTH PHASE TWO SITE DATA EXISTING ZONING DISTRICT: AGRICULTURAL ESTATE (A-2) PROPOSED ZONING DISTRICT: OFFICE & INSTITUTIONAL (01) PROPOSED USE: MEDICAL OFFICE/CLINIC ZONING REQUIREMENTS REQUIRED PROVIDED BUILDING SETBACKS FRONT 35 feet 155 feet (Garage) REAR 30 feet 104 feet (Garage) SIDE 15 feet 17 feet (Garage) PARKING SETBACKS FRONT 10 feet* 23 feet REAR 50 feet 46 feet SIDE 25 feet* 25 feet *Berm provided along Powers Blvd SITE AREA BUILDING SITE 449,104 S.F. (10.31 ACRES) STORM POND SITE 110,207 S.F. (2.53 ACRES) PROPOSED BUILDING AREA 160,000 S.F. PROPOSED BUILDING HEIGHT 3 STORIES, 47'-6" PROPOSED PARKING GARAGE AREA 174,600 S.F. PROPOSED PARKING GARAGE HEIGHT 3 LEVELS, 38'-0" SITE, BUILDING COVERAGE (113,818sf) 25% SITE, IMPERVIOUS SURFACE (264,634sf) 59% SITE, PARKING LOT COVERAGE (150,816sf) 34% REQUIRED PARKING SPACES MEDICAL CLINIC (6.67 SPACES PER 1,000 S.F.) BUILDING AREA 160,000 S.F. COMMON AREA - 19.200 S.F. TOTAL AREA FOR PARKING 140,800 S.F. 499 SPACES PROVIDED PARKING CALCULATION 6.67 x 140.80 = 940 413 PROOF OF PARKING TOTAL SPACES REQUIRED 940 107 TOTAL SPACES PROVIDED SPACES PROVIDED 520 805 PROOF OF PARKING 160 TOTAL SPACES PROVIDED 11 965 ACCESSIBLE PARKING SPACES 2 STANDARD 17 17 VAN 4 4 PHASE ONE SITE DATA EXISTING ZONING DISTRICT: AGRICULTURAL ESTATE (A-2) PROPOSED ZONING DISTRICT: OFFICE & INSTITUTIONAL (01) PROPOSED USE: MEDICAL OFFICE/CLINIC ZONING REQUIREMENTS REQUIRED PROVIDED BUILDING SETBACKS FRONT 35 feet 212 feet REAR 30 feet 192 feet SIDE 15 feet 77 feet PARKING SETBACKS FRONT 50 feet 23 feet REAR 50 feet 46 feet SIDE 10 feet* 25 feet *Berm provided along Powers Blvd SITE AREA BUILDING SITE 449,104 S.F. (10.31 ACRES) STORM POND SITE 110,207 S.F. (2.53 ACRES) PROPOSED BWLD4NG AREA 88,000 S.F. PROPOSED BUILDING HEIGHT 3 STORIES, 47'-6" SITE, BUILDING COVERAGE (31,620sf) 7% SITE, IMPERVIOUS SURFACE (194,154sf) 43% SITE, PARKING LOT COVERAGE (162,534sf) 36% REQUIRED PARKING SPACES MEDICAL CLINIC (6.67 SPACES PER 1,000 S.F.) BUILDING AREA 88,000 S.F. COMMON AREA 13.200 S.F. TOTAL AREA FOR PARKING 74,800 S.F. PARKING CALCULATION 6.67 x 74.80 = 499 TOTAL SPACES REQUIRED 499 SPACES PROVIDED 413 PROOF OF PARKING 107 TOTAL SPACES PROVIDED 520 ACCESSIBLE PARKING SPACES STANDARD 11 11 VAN 2 2 POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 City Submittal Set 07-03-08 OVERALL PHASE ONE AND PHASE TWO SITE PLANS Issues and Revisions: City Submittal Set 07-03-08 I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that 1 am a duly licensed Architect under the laws of the State of Minnesota. Date 07/03/08lic. No. 13041 Canmission No. 75372-07230 Drawn by AW Checked by DM SHEET A2 I F i 1 u:I I I I I I I I 261' 8' A I 11 ROOF BELOW Y e N rPH 0 B SE ONE BUILDING \ I I I I e e ILDING AREA: 88,000 SF nCCUPANCY 2b'W CURB CUT PER CITY STDS 26'W CURB CUT / PER CITY STDS a 0 v, V V Vj POWERS BLVD. SITE PLAN - PHASE ONE 1"=30' 0 25' 50' 100' NORTH POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55106-5118 PH. (651) 642-9200 FAX (651) 642-1101 rsffi .... .................. ............... _.. _...... _.. UNITED PROPERTIES City Submittal Set 07-03-08 ENLARGED SITE PLAN PHASE ONE Issues and Revisions: City Submittal Set 07-03-08 I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that 1 as a duly Licensed Architect under the laws of the.State of Minnesota. Date 07/03/08lic. No. 13041 Coamission No. 75372-07230 Drawn by AW Checked by DM SHEET L I I POWERS BLVD. SITE PLAN - PHASE ONE 1"=30' 0 25' 50' 100' NORTH POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55106-5118 PH. (651) 642-9200 FAX (651) 642-1101 rsffi .... .................. ............... _.. _...... _.. UNITED PROPERTIES City Submittal Set 07-03-08 ENLARGED SITE PLAN PHASE ONE Issues and Revisions: City Submittal Set 07-03-08 I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that 1 as a duly Licensed Architect under the laws of the.State of Minnesota. Date 07/03/08lic. No. 13041 Coamission No. 75372-07230 Drawn by AW Checked by DM SHEET L I F DIRECTIONAL SIGNS 1/211=11-011 0 1" 2' 4' MONUMENT SIGN 1/411=11-011 CAST STONE CAP 8' HIGH CAST STONE m a+ 4' HIGH CAST STONE 0 2' 4' 8' TOP )F WALL _ ELEV.•948'-b' TOP )F WALL ELEV.=941'-b' CAST STONE THIRD FLOOR ELEV.=924'-0' e09'_0' CAST STONE 'FLOOR CAST STONE PIER (TYP F CE BRICK 'A' BRICK SOLDIER COURSE FACE BRICK 'A' FACE BRICK 'C' BRICK SOLDIER COURSE FACE BRICK 'C' l•�vwo�cir� NOTE: SEE DRAWING I/A3.1 FOR TYPICAL NOTES TRASH ENCLOSURE W/GATES FOR TYPICAL NOTES SOUTH ELEVATION 1/1691=19-011 RECESSED LOADING DOCK EAST ELEVATION 1/1619=11-011 M TOP OF WALL _ FACE BRICK IA' ELEV.=941'-b' BRICK SOLD ER COURSE FACE y BRICK 'A' _ TOP OF WALL _ ELEV.•9267-b' FIRST FLOOR ELEV.=894'-0' POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 .m, .............. UNITED ,D PROP ,S City Submittal Set 07-03-08 2'-0' 2'_0' ' b'-0' T-0' BUILDING 5IGNAGE SIGN PANEL SIGN PANEL 3' SQ ALUM. POST. (TYP.) — F PATIENT PARKING � F DELIVERIES COMPOSITE F�iRVIEW a INTERNALLY ILLUMINATED £:,":;3 � URGENT TOP OF WALL a n f STAFF REFLECTIVE VINYL PFIL Medical Specialty Centre CARE LETTERS (TYP.) SI��ECABINET CJ TENANT'A RECESSED BRICK a FACE BRICK 'A'COURSE J�' - TYP BUILDING SIGNAGE TENANT'B' ELECTRICAL OPEN/CLOSE (POWERS BLVD SIDE) r I TENANT'C' TOP OF WALL (112 SF) URGENT CARE ELEV.=941'4' AmalEz— COMPOSITE CAST STONE XXX CAP Powers Boulevard -v BRICK SOLDIER ALUM. PANEL FACE BRICK TO 9 ' COURSE FACE MATCH BUILDING �, 7 APPROX. GRADE (FB -A) BRICK 'A' 8'-b' TDP �_ L CAST STONE SIGN #1 SIGN #2 T ELEV=926'_6' Y DIRECTIONAL SIGNS 1/211=11-011 0 1" 2' 4' MONUMENT SIGN 1/411=11-011 CAST STONE CAP 8' HIGH CAST STONE m a+ 4' HIGH CAST STONE 0 2' 4' 8' TOP )F WALL _ ELEV.•948'-b' TOP )F WALL ELEV.=941'-b' CAST STONE THIRD FLOOR ELEV.=924'-0' e09'_0' CAST STONE 'FLOOR CAST STONE PIER (TYP F CE BRICK 'A' BRICK SOLDIER COURSE FACE BRICK 'A' FACE BRICK 'C' BRICK SOLDIER COURSE FACE BRICK 'C' l•�vwo�cir� NOTE: SEE DRAWING I/A3.1 FOR TYPICAL NOTES TRASH ENCLOSURE W/GATES FOR TYPICAL NOTES SOUTH ELEVATION 1/1691=19-011 RECESSED LOADING DOCK EAST ELEVATION 1/1619=11-011 M TOP OF WALL _ FACE BRICK IA' ELEV.=941'-b' BRICK SOLD ER COURSE FACE y BRICK 'A' _ TOP OF WALL _ ELEV.•9267-b' FIRST FLOOR ELEV.=894'-0' POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 .m, .............. UNITED ,D PROP ,S City Submittal Set 07-03-08 BUILDING 5IGNAGE (40 SF) COMPOSITE TOP OF WALL ALUM. PANEL ELEV. 949'-0' RECESSED BRICK FACE BRICK 'A'COURSE J�' - TYP BUILDING SIGNAGE TOP OF WALL (112 SF) ELEV.=941'4' AmalEz— COMPOSITE BRICK SOLDIER ALUM. PANEL ' COURSE FACE BRICK 'A' TDP �_ L CAST STONE T ELEV=926'_6' Y O _ 'L' BRICK SOLDIER _ -_ CANS, COURSE FACE BRICK 'A' - BUILDING SECOND FLOOR ELEY.=909 -0' - E L EVAT { O N S a - PHASE ONE OLFIRST FLOOR 14- ELEV•8e4'-0' FACE BRICK'C' Issues and Revisions: NOTE: BRICK SOLDIER CAST STONE- TYP City Submittal Set 07-03-08 SEE DRAWING I/A3.1 COURSE FACE FOR TYPICAL NOTES BRICK 'C' CAST STONE PIER ITYP) 2 NORTH ELEVATION A4 1/16"=1'-0" 0 8' 16' 32' BUILDING SIGNAGE FACE BRICK 'B' (90 9F) COMPOSITE ALUM. PREFINISHE METAL FACE BRICK 'A' RECESSED BRICK PREFINISHED PANEL- RTU SCREENCOPING METAL COPING CAST STONE COURSE- TYP TOP OF WALL ELEV.-W'-6' 0 BUILDING SIGNAGE I hereby certify that this plan,specification,or TOP OF WALL (14 SF) - -- - TOP OF WALL ELEY.=ear-b' report was prepared by me or under my direct ELEV.•e41'-b' - COMF'081TE COMPOSITE ALUM. supervision and that 1 as a duly Licensed ALUM. PANEL PANEL-TYP Architect under the State of Minnesota, o TOP OF WALL PAGE BRICK 'A' BUILDING — AST STONE SIGNAGE (1125P) TOP OF WALL _ - SPANDREL THIRD FLO_ORJ4 ELEV.•-926'-b' _ GLASS ELEV.=a24 mY Joa R. Pa e p13041 _ SHOWN rHus- � Date 01/0308 Lic. No. .:, . •. TYP e FLOOR - SECOND FLOOR -- oa o. gkSECOND CAST STONE ELEV. 909 ELEV.=909'-0' '17i r. .. : ' i+ .>. `AL}. .>-. l:a..••s. •A'. Y: .:N. •:a .h...i•. w•.Y�S'';` ice., .1 .t.. -`•% •.d.. 4:.�e...✓>, N:,: •°'Drm byAW Checked by DIVI O0EJ ll k... .w �,; ....:�::: ,• • ACE BRICK G e �, FIRST FLOOR FIRST FLOOR ELEV.•8e4'-0' T ELEV.•894'-0' CAST STONE CANOPY BUILDING SIGNAGE THERMALLY -BROKEN SHEET FACE BRICK'C' 'URGENT CARE' (24 SF) ALUM FRAME W/ TINTED LOW - E GLASS (TYP) QCAST RECESSED BRICK COURSE-TYP STONE PIER (TYP) CAST STONE BASE i WEST ELEVATION A4 1/16"=1'-0'r 0 8' 16' 32' L F CAST PHASE ONE PHASE TWO t.aaa v �n BRICK 'A' NOTE: SEE DRAWING 1/A3.1 FOR TYPICAL NOTES SOUTH ELEVATION 1/1619=11-011 0 8 16' 32 BUILDING SIGNAGE (240 SF) TOP OF WALL -- FACE BRICK 'B' ELEV.•956'-6' PREFINISHED / I RECE55ED BRICK METAL COPING r— — -- ------ — ,YCOURSE- TYP I STOP OF WALL - `rELEV.•931'-6' COMPOSITE ALUM. PANEL-TYP THIRD FLOOR SPANDREL GLA�ELEV: 920'-0' SHOT US- WN 1 TYP SECOND FLOOR _ ELEv.•90S'-0' CAST S' FACE BRICK FIRST FLOOR ELEv bw'-0' RECESSED BRICK COURSE-TYP CAST STONE BASE 5RICK 'A' +INISHED METAL STONE COPING: THERMALLY - BROKEN ALUM FRAME W/ TINTED LOW - E GLASS (TYP.) CAST STONE PIER (TYP) PHASE TWO COMPOSITE ALUM. PANEL- RTU SCREEN EAST ELEVATION 1 /16"=1'-0" 0 8' 16' 32 SEE DRAWING: I/A3.1 FOR TYPICAL NOTES �2 NORTH ELEVATION PHASE ONE COMPOSITE ALUM. PREFINISHED METOL PANEL- RTU SCREEN COPING — — BUILDING SIGNAGE 1 (14 SF) COMPOSITE ALUM. PANEL BUILDING FACE BRICK 'A' SIGNAGE. iw —41',CAST STONE (112 SF) N W90 011 M' E 1 /16"=1'-0" BRICK 'A' STONE FACE BRICK 'B' RECESSED BRICK COURSE- TYP ■■w�■w�l�wic■� _ _ ■www■'�lem�1■a■■a�■�Im�■.n.e.�.ME ��.� 1 11 11r■a" "1■s■"a■v�a®'��al■."e;a■■■■Holm t�Mimi 11 11 11 � 11 tt10111 11 !pqCAST 11 11 � 11®tt tt fat STONE CANOPY BUILDING SIGNAGE THERIALLY - BROKEN FACE -- - -FRAMEQCAST • - RECE55EDB COURSE- TYP STONEPIER(TYP) CAST • o ,Aft WEST ELEVATION 1 /16"=1'-0" WEE-WEE BUILDING SIGNAGE (90 SF) PREFINISHED METAL COPING COMPOSITE ALUM. PANEL-TYP SPANDREL GLASS SHOWN THUS- TYP O 8' 16' 32 TOP OF WALL ELEV: 948'-6' Y TOP OF WALL ELE V.=941'-6' Y THIRD FLOOR ELEVxW*-0' FIRST FLOOR ELEV: 894'_0' O 8' 16' 32 .fl POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 .............................. _ City Submittal Set 111w,lg' ei BUILDING ELEVATIONS PHASE TWO Issues and Revisions: City Submittal Set 07-03-08 I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the.State of Minnesota. Date 07/03/08lic. No. 13041 Commission No. 75372-07230 Drawn by AW Checked by DM SHEET A5 F I r --Lr— -- 3 I I I I � I I I I I I I I I r ------------ --------------- I --------------------------------- I I 1 I I DASHED INDICATES FUTUFE PAR<IWj LEVEL FOR PROOF I I OF PARKING (TYP) ------------------------------------------------------- ------ I ______Tr_______________________ �r---------------------------------------- 14 11 1 1 11 -------------------------------- NORTH ELEVATION 1/1611=11-011 FACE BRICK ON PRECAST SPANDRALS PRECAST COLUMNS (TYP) I I ; I ITE ALM DASHED INDICTES COMPOS FUTURE 'INL PANEL LEVEL PR rOF PARKIN% (TYP) --------------------------------------------- -------------------------------- --- -------------------------------------—------------- ------------------I -----—--------------------------------- ----------------- -------------I --------- I _________________T_________________ _-__T___________r___-_-_-_-_-_-_-_-_-_-_-_-T -------------------------------------- ------- ri I I I I I I I I I I_J-------- EL. = 9290' EL. = 9180' EL. • 9010' EL. = 8950' O 8 16' 32 EL. = 9290' EL. = 9182' POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN ssloa-s11s PH. (651) 642-9200 FAX(651)642-1101 ............. ................... City Submittal I Set 07-03-08 — -�--_ -_ -_ --------- ---- EL. = 9010' EL. ------------- ------------- I --- — — ------- - EL. = 8950' _ ______ J BRICK SOLDIERFACE BRICK ON COURSE PRECAST COLUMNS (TYP) PRECAST SPANDRALS INSULATED GLASS SET IN ALUM. FRAMES s SOUTH ELEVATION A6 1/16"=1'-0" 0 8' 16' 32 1 DASHED INDICATES i________---�-- (PROOF LEVEL FOR Lr PARKING (TYP) r------------------------------------------------------------------------------------------------------------------------------i EL. = 9290' I __________________________________________________________________________________________________________________ ____________J PARKING -_________________________________________Tr________________________________________rT____________________________ ___________r� �� GARAGE EL. = 9182' ------------------------------------------------------------------------------=------------------------------------------------ EXT E R I O R ELEVATIONS EL. = 9010' _ - - PHASE TWO EL. =8950' Issues and Revisions: PRECAST COLUMNS FACE BRICK ON PRECAST City Submittal Set 07-03-08 (TYP) SPANDRALS 2 WEST ELEVATION As 1/16 V1 1 '-0" 0 8' 16' 32 I hereby certify that this plan,specification,or I I I report was prepared by me or under my direct DASHED INDICATE supervision and that am a duly Licensed FUTURE PARKING LEVEL FOR PROOF I I I I I I I Architect under the laws of the State of Minnesota. OF PARKING (TYP) ---------------------------------------------------------------------------------------------------------------- EL. =9292' 1 -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------i ------------------------------ Jon R. Pope - iT------�-r-----------------rr-----------------�-r-----------_'-- r-•'-----------------r-r-------------------r-----------------rr-----------------r-r-----------------�-r-----------------r-r------ri -----------------�-1-- I I 1I I Date 01 D3 D8 I I I I I I ------- - I ---------4 I I 1 1 I I I I I I I I -L_____---_ EL. = 9182' ----------------------------------------------- ------------------------------- ----------------------------------------- -------------------- -- Commission No. 75372-07230 Drawn by W 17�----------------- - ----- EL. = 901f' Checked by DM — — —---------- ---------- J J L J L J L _J_L J L L L J a -J L _J_L _L1 SHEET PRECAST COLUMNS FACE BRICK ON (TYP) PRECAST SPANDRALS A6 NORTH ELEVATION A6 1/16"-1'-0" 0 8' 16' 32 L F 17 1 a oxedi AL SPECI POWERS BLVD ALTY CENTRE CHANHASSEN, MINNESOTA CITY SUBMITTAL SET VICINITY MAP EXCELSIOR 0 G2 lol 494 O 41 � 312 SITEPIONEER TRAIL LOCATION zlz h1RJNESOTA RIVER • 101 cllnnslcnn • SHAKOPEE NORTH SHEET INDEX 0 = ISSUED SHEET Q = SHEET ISSUED FOR REFERENCE ONLY PREVIOUS PACKAGE GENERAL W VI Q G M M W N Q G M mm Al TITLE SHEET / MAP / DIRECTORY / SHEET INDEX CIVIL/LANDSCAPE Cl EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY C2 PRELIMINARY PLAT <_ C3 PHASE TWO CIVIL SITE PLAN C4 PHASE TWO GRADING, DRAINAGE, PAVING AND EROSION CONTROL PLAN C5 PHASE TWO UTILITY PLAN C6 PHASE ONE CIVIL SITE PLAN Ll PHASE 2 LANDSCAPE PLAN L2 PHASE 1 LANDSCAPE PLAN SLI PHOTOMETRIC PLANT CONCEPT SANITARY SEWER PLAN TRUCK TURNING MOVEMENTS EXHIBIT ARCHITECTURAL A2 OVERALL PHASE ONE AND PHASE TWO SITE PLAN A3 ENLARGED SITE PLAN - PHASE ONE '•_= A4 BUILDING ELEVATIONS - PHASE ONE A5 BUILDING ELEVATIONS - PHASE TWO A6 PARKING GARAGE EXTERIOR ELEVATIONS - PHASE TWO POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN sslos-s11a PH. (651) 642-9200 FAX (651)642-1101 City Submittal Set 9-19-08 CITY OF CHANHASSEN RECEIVED SEP 1 9 2008 CHANHASSEN PLANNING DEPT TITLE SHEET MAP, DIRECTORY SHEET INDEX Issues and Revisions: City Submittal Set 07-03-08 City Re -Submittal Set 09-19-08 I hereby certify that this plon,specification,or report was prepared by me or under my direct supervision and that 1 om a duly Licensed Architect under the laws od t]helState of Minnesota. Jon R. Pope Date 09/19/08 Lic. No. 13041 Commission No. 75372-07230 Drawn by AW Checked by DM SHEET Al 1 E sl \ "'.\ '-, � I I \-" " Y \ \..,,, \\ \\ \ \\ \ , `"" t. l \, 'i ' \ a. ...I .: v \ r s \ ' A �'\ 11 ` t , A , `'`w . 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DIA F 't t � { 7 \ + \ 8573 24 Bar Oak 8664 2i bur Oak 8/56 23" Bur Oak Q`�kj S `\ '`i 'k i '\ 't \ 'F 'Y, F 9574 :36" Bur Oak ,..,.8665 18" Bur Oak BJSJ 19" Bur Oak ? x L, 1 F i ` t i 1 `1 j `, t 9575 28" Bur Oak 8666 26 Bur Oak 8758 2�" Bur Oak t xg} F Bur Oak q c t) { e i t-. l # f `" i 85]fi 21 Bur Oak A6ti/ I'llIronwood 8759 24" _. 8760 14' x `, i `, i � II t`i F �� ,, { 4% ,k 8578 28' Bur Oak 8669 11 Sugar Maple 8761 31' Bur Oak 9577 12' Bar Oak z B668 29 ar t ,. ♦.: Bur Oak f i , \, `t BSJ9 2fi" bur Oak 8610 13' Eastern ao Rd Cedar 8762 10' Eastern Red Cedar Y' Bur Oak Amer an Elm 6163 26" Bur Oak 8580 I S6A 10 c 1 'i A i} `t. I 3 `{ '`t �'t ``+ yt` '}\\ i ,` i `, 8581 8582 21 Bar Oak 86/2. 16 Eastern Red Cedar 8764 12" Eastern Red Cedar i 4 Y,gq{ ! ++ tt'`,. 7{ I •. \`Y `S?,,. I1, @\r\ i,\ 8584 16" BarEr,tOankRed Cedar 8673 31X' 8675 30% Hackberry 8766 11 Red Oak \ \ t ; \ \.. 9595 21 Bur Oak 8614 20 Bur Oak 9]66 ill Red Oak I et `„, {k, {`•+++ �' ,7 ` ✓ Eastern Red Cedar A6/I 10 Sugar Maple 2769 31 American Flm 11 9586 ' tlur Oak 8678 10 American Elm SAO 26. Rd0 k I & Iii { ♦ x t` `I `Y \\ " 8558 g" Red Oak 8111 26' Bur 0 k i � t `i. '`�.,, \,, 8589 13., Bur Oak 86/6 I'llSlippery Elm 9768 10 B Oak 11 11 M , Eastern Red Cedar 86/9 16 American Elm /' ' ,, i ``, .., „' Bur Oak 8680 25 Bur Oak 8772 31 B oak # \ ,..:.,.a"' j \i i., '% ` -,\ �3a,.".«• 8590 3J" BUT Oak 8681 3 Slippery Elm 8n3 10 Hackberry / ., \ 7 i « ! i ` t Cedar 8591 23" Bur Oak 8fi82 21X American Elm 8114 13 Eastern Ree / f ' `\ ` ` 8592 21" Bur Oak 8683 23X American Elm 8775 31 Bur Oak q { \ \ ::+ ^'/ i Bur Oak 8694 101,fled Norway Pme 9116 24 Bur Oak . 8593 it" I'll i ,. ^ 8]19' 23" Bur Oak , 17 8594 '23 Bur Oak 8685- to Cottonwood \ , _..... { h 9780 31" Bur Oak %' 8595 P" 9ur Oak 6686. 10" Green and Wh'te As .�, ", � - y Sibeuan Elm „ `, ` „8596 Bur Oak, , 6681... 12 Hackberr __... 8782 14" Eastern 0.d Cedar „,,.., ,...-_,,,.... t , 8597 20 : Bur Oak 8688 10 Boxelder `\ \ ... !.. "4. 8598 1 3' BUT Oak 8689 11 9ur Ca fl/A3' 12" Siberian-Eim y.. ' 8184 1J" Ea, ter , Retl Cedar .,,,,.'" �,,,,+,, � -,,..+ Bur Out k 8690 23 bur Oak '+'•+w,,,,,, 8599 lA' » t ">. 8785 ll' E [ nftd Cedar t 8600 I/" B O k 8691 2S Bur OaB ,9 +.,•+R"' \. 8> 6 10' Eastern Red Cedar To 9 3 Bur Oak R a^" is A rc ,an H fl6 2 2 ..i.., 20„"' \e,. �} j `` 8601 Bar 8693 39 Bur Oak 8787 10' Fodor, Red Cedar 8602 19" Nu Oak «,. ,p^ I i B86DD34 ; Bur Oak. 8694 10 Amen Canllm 8788 17Eastern Red Cedar A" 3 9]89 14 Eastern Rd Cdar F Eastern Rd Cedar fl695 32 Red Oak g +'" ,�""'" "`_,",, ""fJ i 8605 71, .Eastern Rd Cedar : 8696'. 21" WBIW Wal nut 8790 28 BurOak 4 8,,a , i ., , ,\ 11 8608 19" Si ben an Elm , \ t \, '".,. 8609 28" .Bur Oak M1b9N,., 11 (Aspen 8192 14" Eastern Red Cdar }@ , 'ra 'rl ` fes`', '\ `"'' I i 8510 130" Eastern Red Cdar 8699- 11 Aspen 9793 14" Eastern Rd Cedar \ y \ 8611 10" Eastern Rd Cdar 8700 10 Aspen 8794 11" Eastern Red Cedar 10" [astern Rd Cedar 8601 12 As n 5795 10" Eastern Red Cedar .. `,` ,' 8612 Pe _.... '4 ,9 + 1 Bur Oak 8102 26 Bur Oak 9]96 12" Eastern Rd Cedar } ``,\ `' ' 8613 9 4, i _ .... \ R79] 10" Eastern Red Cedar 66 , i 4 9" Bur Out 6703 9 Bur Oak ., ',\ \ \ „`, .,"`.,. i` 861 _. 9 \..11 , 9798 10 Eastern Red Cedar \ I 97D4. D Bur Dak NI 11 O ,9 \ -, '`',.. 8615 fl Eastern Red Cedar Y aJ99 10° sl er em N .fl 8616 12' Eas t+rn RM Cedar A/OS 22 9ur Oak PP Y \, , 8618 12" Eastern Red Cedar 8]07 24 Bur Oak 8801 11 Basswood '''\ ♦ , , , \ „ Hackberry \ A 6 Red Oak 8900 I Irr, Hetl Cedar 9/D61 15 6$3 '*., ', `-,, \+ 8619 10" [astern Red Cedar 8]08' 11" 'American Elm ,8802 Y4" Ironwood I . \ . , AA03 34" 'Basswood 6$2 Ue Red Cedar 8]09 0" Maple .,., .. •., .8620 R P t 6a Ni. 8804 12 -American Elm 89.7 4 .,.. .\ ^,♦ '.,, 4.,. '-, 6`77 `:. ``. \.. �6 8621 :21 Bur Oak silo I Breen and While Ash '9 *+. 9 _. as s n .Amerman Elm .. -, •. 8111 :Eastern Red Cedar .. `. \ :' 8622 IR" Bur Oak X690 ,'Y. 68j. 9l N 11 1. I. '`. 6 N 1 " ....sane sox" vonwood... " ,. '` ', 8623 20 Bur Oak 5]12 D : [astern Red Cedar `,� 6 .:679 \. 676 ,// . _`. �A 'HLYS �p \ 8624 iP Bur Oak 8I13 33X" [astern Red Cedar 9801 34" Bur Oak \e , ,.,,, ., '+.y,� t `''. " 8625 14_. .Bur Ca _8714 12 Ironwootl 8808. 28 Bur Oak 9675 \. _ _ ., - ` `,, ., QQ ,\ 8626 11" Bur Oak 9715 44X Bur Oak 88W 32" Bur Oak g`'\.. `\ "'90 s74 a, ,.,....59 .; , aA10 30•• Bur oak. _...... a _(��,�{ " R A6U 15" Bur Oak 8716 21 Bur Oak `1, :.\ �', rIY '. .`.`,.` ''`•. (/.5{.58 ' 9628 19° Bur 9717 29 Bur Oak ......8811 10 EaaW,URd Cdar11 . \, ,90 •\... ,+ ...,+ -,,'`T , +.._.-,.-'.926^'"-": ' ....6629 32" Bur Oak. aJ1S 33„ ...Sugar Maple _.... Bur Oak 11 5812 6 \. F ,. _. 11:9 , 8813 3J Amer can Elm q�,.,656 863 23" 9ur Oak 8719: 33" Sugar Massie \ \ ',, 896•` o » OtS 662 \\.,\,\ .. ., 5 /,,, s633 z9 lanr oak _.. aR14 z6x:Amer can Hm i6p. \ \. , 7,E\u"",y .908 +,. \, ',. ..\+ ',.., ,,.. .\ , 8634 27 Bur Oak 8721. 39 Bur Oa k.... ` ,.. \. ,., \ - Bur Oak 8815 23 5 ` `' »"', 7, ,0,60"" , ,, �`' .9� , q 6636 2I Ironwood 8R2 _ 33 Bur Oak S81fi 29' Bur Oak , 9 \ \ ....,-. \ 8 4 , ,\ O A E _.. " Bur oak.. '' ' `, 6 ` `', "`, "a.,9 ' 8637 ll" 'Bur Oak Ri24 86 Bur Oak 8811 29' ,` ,\ '\ 694 671 'Pr'\. '"0.>. » 63. ++ \N 651 Bur Oak 8123 2 Eastern Red Cedar BUT Oak -f(/b 9818' 30' ' 69`1" 1(¢1 \ "',, ,9 \, ':\':.N },,... 8638 21" Bur Oak R/25 26%" Eastern Red Cedar Hackberry... 8819 0' ,. , '\ ,.,\ Pt1 I ., __. .,,\ ,.,\ `.,'� \ .., D ...8639 21" Bur Oak 8R8 ___. 29 .Bur Oak Bur Oak. \ \ 65 (� 8820 2]' \ 8821 10" Amen can Elm , B ♦ 669` 8640 Rock Red Elm 8/29 28 Bur OR, _. \ 11" ` 8 ``ay�.bV 5641 22' Bur Ob 8730 8 Eastern Red Cdar \,\ 8 6''95 ''...._-..'9' 668,.,....,., 94� ice+ $9 . 8822 31°..... Bar oak �®ss \ \ 's `` \ ` 648 ..." 8642 20" Bur Dak 8>3L 2P' Bur Oak 8823 10" Slippery Elm \ \ '`\\ '\ \8 90`...,. \, \\ '\ t, ''+ + ✓" _. 8643._ 20" Bur Oa k.... 8732 26" Bur Oak Basswood... \ 9 '` eaz4 to 667.. 8825 10" Basswood 8 9 8733: 22 Bur One 6^33 \9696 Il \ 666 L, ,, \ q \ , 1., I _s6a4 14 BurOak \% 42 , `',i 64 6. ` % 8645 25" Bur Oak 8734. 19 .Sugar Ma pie Bas Outk 8826 11' o y. + ' \ \ i, . ' ` 864fi 1 Eastern Red Cedar 8735 29" Bur Oak 8821 34 Bur Oak _. i t, `, 'V \ },_ ,\, }. 50.3 :y, `., ` 8647 1R" 'Red Oak R>36' 22" Bur Oak 8828 14" Ironwood fit. t ?. \., \ , _. m T Z ,� 8829 14° Ironwood i 9 , , "• `'` ''t + 873] 10 Eastern Rd Cedar 3 8648 17 Bur Oak : \ ,. 638 ` _.. ,z , , , , ., 9832 10 Aspen 635�f/p, \ _ p "'+ 619 , , 8738 13 Eastern Red Cedar 3 , 8649 14 Bur Oak \ � }��{/.p, _ 8650 1P� .Bur Dak ftJ39' 19 Bur Oak R834 10 ,\'\ " 636, \`, 64o `�`,��`'' G 8651 10,Amen can Elm 8740' 24 Isar oak As8933 11 As pen .. 0 ... \ ,."...., _."`...,._ V2� .. : 8835. 14^... Eastern Rd Cdar + , \ 30 Bur Oak -. 9� .- Bur O k AJ41 8 8652 23 a 8 , \ .. 9 .. z I 8836 15 Eastern Rd Cedar ,, ,a. �+,..\ \ `.,_ +,,, \ ., 96. �� A',+ Oy `., F, s6s3 z6 ear oak a74z zs ew oak __ 8 9I 11 r.8837 "I Rd Oak 8 \ '\ '`'\ \ ''8 .' .` �(�� "61,6... /• 8654 26 'Bur Oak 8749 1fl .Bur Oak 592 . ., "'",., '�Q; 603' ' " 8655 42V Red Oak 8144 26 Sugar Maple \, `\ ,. 593 '',, `',. '/Y•. 6 _"...,, " .,,. ` ... ,'.i 8539. 1 as sswpoe ..`\ ,..., '�` 4}. ",, -...., 8656 '.49% :Basswood 8]45 ]0" Eastern Rd Cdar ..8838 18X 51 PPe.y Elm... 6 a, ." O 8T,ra "�........ ',.. ,. ..._ '" _ ..... .,.., �S �� 8840 19 Bur Oak J 959 ,w „ '- ..i6.... y,4' ' "_ N A6v 30 0.d Oak 8146: 10 [astern Rd Cdar _. P 615 8841 33' Bur Oak ,. -:.... 86"-_. -... ,--......,. I e64J a Eastern Rd Cedar _.. _.. ' :`, ,,, a.. ..... _,. ... -�. .,..... ._„ ,... � efi58 13........ Amen can Elm _ �$�, 5$8.. _._ ' 6ue88... .,."_ 894' . . o 0 1.11, 9659 lo" Hackberry 8]48 11 Eastern.. Cedar 8842 24 Bur Oak fY-11 .. 11 8j �" �" � �'- '�-�" �'�"""` � Z 8660 13%" Amen can Elm 1-18149 34 Bur Oak 8843 1]" Bur Oak __. _... 602..._ . ,,.,., 'B ""•,: ,,..... .... __ 8844 14 _ Eastern Red Cedar to ., y(�4. 1 ,_.* v>$ x z 8fi61 20" Rd Oak 8]50..... 26 bur Oak I - ... ..... ,,....:.... F�8 g N Z t '„8 583 • .. ¢_�pB E611 4•. ..8662 35 Rd Dak.. 8]51 to Eastern Rea cedar. ,,...TTS'" ... < CA P 3tLPpp7� /� `.,,,.-._.,.' S 58� „ _ .. { m f- 8663 16" Bur Oak 8]52 30 Bur Oak _. W" it", "'9599 ,.. 05 "I , a Dak `^`, - ._, _. \ \ J 8153....... 28 B__. _.... .......9582:,.. ill 872 ... ,.. 92fi ".876 z a RIM= 877.87 %X. Iu / S \ 5T0 S; a, 18" IE 3=840.10 BL F 0OWERS 18" IE E=840.00 V sro -4----sro \ I `1 .A N : , \ �,. COAT t COAT _...__..x A -SWAT WA ,.. '', .. 16 X 8 i 1 `1 - - ... ... ... ._ ... i .t - 11 , - X 8a1P' �. v 2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 1 '\ { :_ ri` ` TREE INVENTORY 'i d `'+ , , ' g i L , l, r } , a 5 { S 'i `; , \ { # s; PI.N2 236 TYPE P� - TYPE PT, ND. 29 TYPE { + , ', l 1 T NO. DIA F 't t � { 7 \ + \ 8573 24 Bar Oak 8664 2i bur Oak 8/56 23" Bur Oak Q`�kj S `\ '`i 'k i '\ 't \ 'F 'Y, F 9574 :36" Bur Oak ,..,.8665 18" Bur Oak BJSJ 19" Bur Oak ? x L, 1 F i ` t i 1 `1 j `, t 9575 28" Bur Oak 8666 26 Bur Oak 8758 2�" Bur Oak t xg} F Bur Oak q c t) { e i t-. l # f `" i 85]fi 21 Bur Oak A6ti/ I'llIronwood 8759 24" _. 8760 14' x `, i `, i � II t`i F �� ,, { 4% ,k 8578 28' Bur Oak 8669 11 Sugar Maple 8761 31' Bur Oak 9577 12' Bar Oak z B668 29 ar t ,. ♦.: Bur Oak f i , \, `t BSJ9 2fi" bur Oak 8610 13' Eastern ao Rd Cedar 8762 10' Eastern Red Cedar Y' Bur Oak Amer an Elm 6163 26" Bur Oak 8580 I S6A 10 c 1 'i A i} `t. I 3 `{ '`t �'t ``+ yt` '}\\ i ,` i `, 8581 8582 21 Bar Oak 86/2. 16 Eastern Red Cedar 8764 12" Eastern Red Cedar i 4 Y,gq{ ! ++ tt'`,. 7{ I •. \`Y `S?,,. I1, @\r\ i,\ 8584 16" BarEr,tOankRed Cedar 8673 31X' 8675 30% Hackberry 8766 11 Red Oak \ \ t ; \ \.. 9595 21 Bur Oak 8614 20 Bur Oak 9]66 ill Red Oak I et `„, {k, {`•+++ �' ,7 ` ✓ Eastern Red Cedar A6/I 10 Sugar Maple 2769 31 American Flm 11 9586 ' tlur Oak 8678 10 American Elm SAO 26. Rd0 k I & Iii { ♦ x t` `I `Y \\ " 8558 g" Red Oak 8111 26' Bur 0 k i � t `i. '`�.,, \,, 8589 13., Bur Oak 86/6 I'llSlippery Elm 9768 10 B Oak 11 11 M , Eastern Red Cedar 86/9 16 American Elm /' ' ,, i ``, .., „' Bur Oak 8680 25 Bur Oak 8772 31 B oak # \ ,..:.,.a"' j \i i., '% ` -,\ �3a,.".«• 8590 3J" BUT Oak 8681 3 Slippery Elm 8n3 10 Hackberry / ., \ 7 i « ! i ` t Cedar 8591 23" Bur Oak 8fi82 21X American Elm 8114 13 Eastern Ree / f ' `\ ` ` 8592 21" Bur Oak 8683 23X American Elm 8775 31 Bur Oak q { \ \ ::+ ^'/ i Bur Oak 8694 101,fled Norway Pme 9116 24 Bur Oak . 8593 it" I'll i ,. ^ 8]19' 23" Bur Oak , 17 8594 '23 Bur Oak 8685- to Cottonwood \ , _..... { h 9780 31" Bur Oak %' 8595 P" 9ur Oak 6686. 10" Green and Wh'te As .�, ", � - y Sibeuan Elm „ `, ` „8596 Bur Oak, , 6681... 12 Hackberr __... 8782 14" Eastern 0.d Cedar „,,.., ,...-_,,,.... t , 8597 20 : Bur Oak 8688 10 Boxelder `\ \ ... !.. "4. 8598 1 3' BUT Oak 8689 11 9ur Ca fl/A3' 12" Siberian-Eim y.. ' 8184 1J" Ea, ter , Retl Cedar .,,,,.'" �,,,,+,, � -,,..+ Bur Out k 8690 23 bur Oak '+'•+w,,,,,, 8599 lA' » t ">. 8785 ll' E [ nftd Cedar t 8600 I/" B O k 8691 2S Bur OaB ,9 +.,•+R"' \. 8> 6 10' Eastern Red Cedar To 9 3 Bur Oak R a^" is A rc ,an H fl6 2 2 ..i.., 20„"' \e,. �} j `` 8601 Bar 8693 39 Bur Oak 8787 10' Fodor, Red Cedar 8602 19" Nu Oak «,. ,p^ I i B86DD34 ; Bur Oak. 8694 10 Amen Canllm 8788 17Eastern Red Cedar A" 3 9]89 14 Eastern Rd Cdar F Eastern Rd Cedar fl695 32 Red Oak g +'" ,�""'" "`_,",, ""fJ i 8605 71, .Eastern Rd Cedar : 8696'. 21" WBIW Wal nut 8790 28 BurOak 4 8,,a , i ., , ,\ 11 8608 19" Si ben an Elm , \ t \, '".,. 8609 28" .Bur Oak M1b9N,., 11 (Aspen 8192 14" Eastern Red Cdar }@ , 'ra 'rl ` fes`', '\ `"'' I i 8510 130" Eastern Red Cdar 8699- 11 Aspen 9793 14" Eastern Rd Cedar \ y \ 8611 10" Eastern Rd Cdar 8700 10 Aspen 8794 11" Eastern Red Cedar 10" [astern Rd Cedar 8601 12 As n 5795 10" Eastern Red Cedar .. `,` ,' 8612 Pe _.... '4 ,9 + 1 Bur Oak 8102 26 Bur Oak 9]96 12" Eastern Rd Cedar } ``,\ `' ' 8613 9 4, i _ .... \ R79] 10" Eastern Red Cedar 66 , i 4 9" Bur Out 6703 9 Bur Oak ., ',\ \ \ „`, .,"`.,. i` 861 _. 9 \..11 , 9798 10 Eastern Red Cedar \ I 97D4. D Bur Dak NI 11 O ,9 \ -, '`',.. 8615 fl Eastern Red Cedar Y aJ99 10° sl er em N .fl 8616 12' Eas t+rn RM Cedar A/OS 22 9ur Oak PP Y \, , 8618 12" Eastern Red Cedar 8]07 24 Bur Oak 8801 11 Basswood '''\ ♦ , , , \ „ Hackberry \ A 6 Red Oak 8900 I Irr, Hetl Cedar 9/D61 15 6$3 '*., ', `-,, \+ 8619 10" [astern Red Cedar 8]08' 11" 'American Elm ,8802 Y4" Ironwood I . \ . , AA03 34" 'Basswood 6$2 Ue Red Cedar 8]09 0" Maple .,., .. •., .8620 R P t 6a Ni. 8804 12 -American Elm 89.7 4 .,.. .\ ^,♦ '.,, 4.,. '-, 6`77 `:. ``. \.. �6 8621 :21 Bur Oak silo I Breen and While Ash '9 *+. 9 _. as s n .Amerman Elm .. -, •. 8111 :Eastern Red Cedar .. `. \ :' 8622 IR" Bur Oak X690 ,'Y. 68j. 9l N 11 1. I. '`. 6 N 1 " ....sane sox" vonwood... " ,. '` ', 8623 20 Bur Oak 5]12 D : [astern Red Cedar `,� 6 .:679 \. 676 ,// . _`. �A 'HLYS �p \ 8624 iP Bur Oak 8I13 33X" [astern Red Cedar 9801 34" Bur Oak \e , ,.,,, ., '+.y,� t `''. " 8625 14_. .Bur Ca _8714 12 Ironwootl 8808. 28 Bur Oak 9675 \. _ _ ., - ` `,, ., QQ ,\ 8626 11" Bur Oak 9715 44X Bur Oak 88W 32" Bur Oak g`'\.. `\ "'90 s74 a, ,.,....59 .; , aA10 30•• Bur oak. _...... a _(��,�{ " R A6U 15" Bur Oak 8716 21 Bur Oak `1, :.\ �', rIY '. .`.`,.` ''`•. (/.5{.58 ' 9628 19° Bur 9717 29 Bur Oak ......8811 10 EaaW,URd Cdar11 . \, ,90 •\... ,+ ...,+ -,,'`T , +.._.-,.-'.926^'"-": ' ....6629 32" Bur Oak. aJ1S 33„ ...Sugar Maple _.... Bur Oak 11 5812 6 \. F ,. _. 11:9 , 8813 3J Amer can Elm q�,.,656 863 23" 9ur Oak 8719: 33" Sugar Massie \ \ ',, 896•` o » OtS 662 \\.,\,\ .. ., 5 /,,, s633 z9 lanr oak _.. aR14 z6x:Amer can Hm i6p. \ \. , 7,E\u"",y .908 +,. \, ',. ..\+ ',.., ,,.. .\ , 8634 27 Bur Oak 8721. 39 Bur Oa k.... ` ,.. \. ,., \ - Bur Oak 8815 23 5 ` `' »"', 7, ,0,60"" , ,, �`' .9� , q 6636 2I Ironwood 8R2 _ 33 Bur Oak S81fi 29' Bur Oak , 9 \ \ ....,-. \ 8 4 , ,\ O A E _.. " Bur oak.. '' ' `, 6 ` `', "`, "a.,9 ' 8637 ll" 'Bur Oak Ri24 86 Bur Oak 8811 29' ,` ,\ '\ 694 671 'Pr'\. '"0.>. » 63. ++ \N 651 Bur Oak 8123 2 Eastern Red Cedar BUT Oak -f(/b 9818' 30' ' 69`1" 1(¢1 \ "',, ,9 \, ':\':.N },,... 8638 21" Bur Oak R/25 26%" Eastern Red Cedar Hackberry... 8819 0' ,. , '\ ,.,\ Pt1 I ., __. .,,\ ,.,\ `.,'� \ .., D ...8639 21" Bur Oak 8R8 ___. 29 .Bur Oak Bur Oak. \ \ 65 (� 8820 2]' \ 8821 10" Amen can Elm , B ♦ 669` 8640 Rock Red Elm 8/29 28 Bur OR, _. \ 11" ` 8 ``ay�.bV 5641 22' Bur Ob 8730 8 Eastern Red Cdar \,\ 8 6''95 ''...._-..'9' 668,.,....,., 94� ice+ $9 . 8822 31°..... Bar oak �®ss \ \ 's `` \ ` 648 ..." 8642 20" Bur Dak 8>3L 2P' Bur Oak 8823 10" Slippery Elm \ \ '`\\ '\ \8 90`...,. \, \\ '\ t, ''+ + ✓" _. 8643._ 20" Bur Oa k.... 8732 26" Bur Oak Basswood... \ 9 '` eaz4 to 667.. 8825 10" Basswood 8 9 8733: 22 Bur One 6^33 \9696 Il \ 666 L, ,, \ q \ , 1., I _s6a4 14 BurOak \% 42 , `',i 64 6. ` % 8645 25" Bur Oak 8734. 19 .Sugar Ma pie Bas Outk 8826 11' o y. + ' \ \ i, . ' ` 864fi 1 Eastern Red Cedar 8735 29" Bur Oak 8821 34 Bur Oak _. i t, `, 'V \ },_ ,\, }. 50.3 :y, `., ` 8647 1R" 'Red Oak R>36' 22" Bur Oak 8828 14" Ironwood fit. t ?. \., \ , _. m T Z ,� 8829 14° Ironwood i 9 , , "• `'` ''t + 873] 10 Eastern Rd Cedar 3 8648 17 Bur Oak : \ ,. 638 ` _.. ,z , , , , ., 9832 10 Aspen 635�f/p, \ _ p "'+ 619 , , 8738 13 Eastern Red Cedar 3 , 8649 14 Bur Oak \ � }��{/.p, _ 8650 1P� .Bur Dak ftJ39' 19 Bur Oak R834 10 ,\'\ " 636, \`, 64o `�`,��`'' G 8651 10,Amen can Elm 8740' 24 Isar oak As8933 11 As pen .. 0 ... \ ,."...., _."`...,._ V2� .. : 8835. 14^... Eastern Rd Cdar + , \ 30 Bur Oak -. 9� .- Bur O k AJ41 8 8652 23 a 8 , \ .. 9 .. z I 8836 15 Eastern Rd Cedar ,, ,a. �+,..\ \ `.,_ +,,, \ ., 96. �� A',+ Oy `., F, s6s3 z6 ear oak a74z zs ew oak __ 8 9I 11 r.8837 "I Rd Oak 8 \ '\ '`'\ \ ''8 .' .` �(�� "61,6... /• 8654 26 'Bur Oak 8749 1fl .Bur Oak 592 . ., "'",., '�Q; 603' ' " 8655 42V Red Oak 8144 26 Sugar Maple \, `\ ,. 593 '',, `',. '/Y•. 6 _"...,, " .,,. ` ... ,'.i 8539. 1 as sswpoe ..`\ ,..., '�` 4}. ",, -...., 8656 '.49% :Basswood 8]45 ]0" Eastern Rd Cdar ..8838 18X 51 PPe.y Elm... 6 a, ." O 8T,ra "�........ ',.. ,. ..._ '" _ ..... .,.., �S �� 8840 19 Bur Oak J 959 ,w „ '- ..i6.... y,4' ' "_ N A6v 30 0.d Oak 8146: 10 [astern Rd Cdar _. P 615 8841 33' Bur Oak ,. -:.... 86"-_. -... ,--......,. I e64J a Eastern Rd Cedar _.. _.. ' :`, ,,, a.. ..... _,. ... -�. .,..... ._„ ,... � efi58 13........ Amen can Elm _ �$�, 5$8.. _._ ' 6ue88... .,."_ 894' . . o 0 1.11, 9659 lo" Hackberry 8]48 11 Eastern.. Cedar 8842 24 Bur Oak fY-11 .. 11 8j �" �" � �'- '�-�" �'�"""` � Z 8660 13%" Amen can Elm 1-18149 34 Bur Oak 8843 1]" Bur Oak __. _... 602..._ . ,,.,., 'B ""•,: ,,..... .... __ 8844 14 _ Eastern Red Cedar to ., y(�4. 1 ,_.* v>$ x z 8fi61 20" Rd Oak 8]50..... 26 bur Oak I - ... ..... ,,....:.... F�8 g N Z t '„8 583 • .. ¢_�pB E611 4•. ..8662 35 Rd Dak.. 8]51 to Eastern Rea cedar. ,,...TTS'" ... < CA P 3tLPpp7� /� `.,,,.-._.,.' S 58� „ _ .. { m f- 8663 16" Bur Oak 8]52 30 Bur Oak _. W" it", "'9599 ,.. 05 "I , a Dak `^`, - ._, _. \ \ J 8153....... 28 B__. _.... .......9582:,.. ill 872 ... ,.. 92fi ".876 z a RIM= 877.87 RE=872.40 STO-��STO / 8" IE N=848.61 I 5T0 S; RIMr878.01 18" IE 3=840.10 BL F 0OWERS 18" IE E=840.00 V sro -4----sro \ .3 w,. .A �EX �EX. 16% 16" CROSS RIM=877 -STp- \\^\\\ - 16"..13,V_ I Outlot A, BUTTERNUT RIDGE ADDITION, according to the recorded plat, thereof Carver County, Minnesota. POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 1' 11111 UNITED PROPERTIES Chanhassen Fairview Medical i 1 Center IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Preliminary Plat Submittal 07/03/08 I I hereby cal that this plan was prepared by mem under my direct supervi®m and that I am a duty tiEmeed LAND SURVEYOR undo the laws of the State of Minna k. Mark R Salo Ate 09/ 5/08 IIll Na 'iii W winsn rood Professltxkal Sendcesl Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5672 TOLL FREE 1-988-937-5150 YYestwood www.werivroodps.Wm Issues and Rusoos 0981508 PER CITY COMMENTS EXISTING CONDITIONS & TOPOGRAPHIC SURVEY Commission No, 75372-07230 Drawn by - I'L...LJ Is.. - I SHEET 20061094.01EXP01.dwg STO-��STO Sro 5T0 S; sro -4----sro \ w,. COAT t COAT _...__..x A -SWAT WA ,.. .. 16 X 8 ,. ... ... - - ... ... ... ._ ... ),11,CER - - X 8a1P' ... . _... ,.., _ _iw". - - - LEGEND General Notes O BUSH/SHRUB -;'FT STREET LIGHT -GAS- GAS LINE Existing utility information provided by MNDot drawings dated 2/14/06 CONIFEROUS TREE I GUY WIRE -not POWER OVERHEAD Zell DECIDUOUS TREE r02 POWER POLE -PUG- POWER UNDERGROUND _AIL WETLAND ❑E ELECTRIC BOX -sora- SANITARY SEWER 0 STEEL/WOOD POST 0E ELECTRIC METER -sro- STORM SEWER SIGN-TRAFFIC/OTHER 0 ELECTRIC MANHOLE -roll- TELEPHONE OVERHEAD - SIGN- 7RAMC/OTHER ® ELECTRIC TOWER -1 CABLE TV RE MAIL BOX ®s SANITARY MANHOLE -TUG- TELEPHONE UNDERGROUND t � HANDICAPPED STALL co SEWER CLEANOUT O SOIL BORING G PERC TEST ® BEEHIVE CATCH BASIN ® WATER MANHOLE MN MONITORING WELL ® CATCH BASIN wQ WELL ® CABLE TV BOX (11 FLARED END SECTION ❑s CURB STOP BOX ix CURB & GUTTER B17ZIMINOUS SURFACE - WAT- WA7ERMAIN eellllIlllIl�� -v ACCESS CONTROL GUARDRAIL CONCRETE SURFACE R GAS METER -,.j_,i DECIDUOUS TREE UNE 1�:.•= I} GRAVEL SURFACE C>a GATE VALVE X FENCE LINE 6) STORM MANHOLE 41 HYDRANT -A-RESTRIC7ED ACCESS ❑T TELEPHONE BOX m WATER METER o Denotes Iron Monument Set 0 TELEPHONE MANHOLE NH HAND HOLE 0' 50' 100' 150' ReDenotes Iron Monument Found 15� TRAFFIC CONTROL BOX -�- TRAFFIC LIGHT NOT FOR CONSTRUCTION Qi Denotes Cast Iron Monument Found POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 1' 11111 UNITED PROPERTIES Chanhassen Fairview Medical i 1 Center IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Preliminary Plat Submittal 07/03/08 I I hereby cal that this plan was prepared by mem under my direct supervi®m and that I am a duty tiEmeed LAND SURVEYOR undo the laws of the State of Minna k. Mark R Salo Ate 09/ 5/08 IIll Na 'iii W winsn rood Professltxkal Sendcesl Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5672 TOLL FREE 1-988-937-5150 YYestwood www.werivroodps.Wm Issues and Rusoos 0981508 PER CITY COMMENTS EXISTING CONDITIONS & TOPOGRAPHIC SURVEY Commission No, 75372-07230 Drawn by - I'L...LJ Is.. - I SHEET 20061094.01EXP01.dwg TI A VVI 44 (o�,00P) 10 '43 Nwy° 312 �� SOUTH QUARTER CORNER SEC. 23, TwP. 116, RGE. 23 - A t SOUTH LINE OF SEC. 23, I/ter- L.i 523.27 \ TWP. 116, RGE 23 S89 °58'27"W 2177.55 '/ i le 19.9 - �- , NORTH LINE OF OUTLOT A, _-I --- -------BUTTERNUT - --_I 59 o BUTTERNUT RIDGE ADD177ON L3° 16 -- 1Q "^ DELINEATED�� / WETLAND I ®571°33'13 �-• / I ,SURVEY LINE OF POND PER PLAT I g Ivv Lo �1 pi 20' SANITARY-,_ _ / • \ _0 o SEWER EASEMENT /) , 'j' / OUTLOT A rn ® / ``-POND ELEV. 899.1 PER / 1 OT 1 PLAT OF BUTTERNUT 4,487,987 sf R " r� 1� / RIDGE ADDITIONS /SOf °25 57 E oc103.03 ac 139.74 ® L3 / . _ / 359,669 sf 8.26 ac 20' DRAINAGE UTILITY EASEMENT rd 2.574 ..,, ...:./ A WOAD 51,623 sf / '� rn 1036 .. 1.18 ac loo 10-3.6_ _ ro 436.2 75,911 sf 3 1.74 ac n l l I e TT r' 0 I o O SOUTH LINE OF OUTLOT A, 9p 2201.5 BUTTERNUT RIDGE ADDITION SOUTHWEST CORNER OFIOUTLOT I \ A, BUTTERNUT RIDGE kiDDITION I 1 \ S89035'13"E 2625.01 I 1 ' I 1 I \ 60� 60 \ C3It Legal Description That part of Outlot A, BUTTERNUT RIDGE ADDITION, according to the recorded plat thereof, Carver County, Minnesota, except that portion lying within Minnesota Department of Transportation Right -of -Way Plat No. 10-20 according to the recorded plat thereof. To be platted as FAIRVIEW CHANHASSEN MEDICAL CENTER. 0' 150' 300' 450' NOT FOR CONSTRUCTION - NORTH LINE OF THE N 1/2 OF THE NE 1/4 OF SEC. 26, TWP. 116, RGE 23 N87033'46"W N81 °5526"►y ,-146.58 -, 298.24 m 2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-116' I I � I I S89°53'00"E 514.19 C.B. = S10°11'54"E I A = 17 3932" +--- L= 195.97 R= 635.83 I I /1 o \ A = 37°5927" I 1 O , L= 237.58 I _ - --- R= 358.31 , \ ; 1° 6 I R� AtiI fro wry")• - - -I co �' A = 9051'320 I -- L= 216.52 I - R= 1258.30 \ \ y � J r / I F \ n° / ,>tjS =04044'58" / L- 120.22 / R= 467° 00_--� --- l S39050121"E / / -�` 16.32 / I\\\-SURVEY LINE OF \'��`� - 52° '3 3" EXISTING POND I 1 R= 192.00 <S12°44'39"W 1 8.44 \ ln` N89034'34"E l \ 150.00 N89034'34"E 479.23 CN op O C4 O / Z 2 Z / ILI N 03434 "E 633, 0 J000 \ N89°3f'34"E N No 77 967H STREET - - - - - - - I I I I I I � N oq N � �Jn-��I-rl�n� o� L I ?� J � � O W / J Development Summary Total Site: 114.21 acres BUSH/SHRUB 0 STREET LIGHT 110,369 sf GAS LINE Outlot B: 1.74 acres 2.53 ac PROPOSED RIGHT OF WAY DEDICATION to A Road: 1.18 acres V a Building Setbacks: See Site Plan DECIDUOUS TREE Parking Setbacks: See Site Plan POWER POLE Lot dimensions are rounded to the nearest one hundreth of a foot and areas are r4 '-N84°00'50"E 419.47' r-- as required, typically easements will �11��L- and ponding areas. m 2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-116' I I � I I S89°53'00"E 514.19 C.B. = S10°11'54"E I A = 17 3932" +--- L= 195.97 R= 635.83 I I /1 o \ A = 37°5927" I 1 O , L= 237.58 I _ - --- R= 358.31 , \ ; 1° 6 I R� AtiI fro wry")• - - -I co �' A = 9051'320 I -- L= 216.52 I - R= 1258.30 \ \ y � J r / I F \ n° / ,>tjS =04044'58" / L- 120.22 / R= 467° 00_--� --- l S39050121"E / / -�` 16.32 / I\\\-SURVEY LINE OF \'��`� - 52° '3 3" EXISTING POND I 1 R= 192.00 <S12°44'39"W 1 8.44 \ ln` N89034'34"E l \ 150.00 N89034'34"E 479.23 CN op O C4 O / Z 2 Z / ILI N 03434 "E 633, 0 J000 \ N89°3f'34"E N No 77 967H STREET - - - - - - - I I I I I I � N oq N � �Jn-��I-rl�n� o� L I ?� J � � O W / J Development Summary Total Site: 114.21 acres BUSH/SHRUB Lot 1, Block 1: 8.26 acres STREET LIGHT Outlot A: 103.03 acres GAS LINE Outlot B: 1.74 acres CONIFEROUS TREE PROPOSED RIGHT OF WAY DEDICATION GUY WIRE Road: 1.18 acres POWER OVERHEAD Building Setbacks: See Site Plan DECIDUOUS TREE Parking Setbacks: See Site Plan POWER POLE Lot dimensions are rounded to the nearest one hundreth of a foot and areas are rounded to the nearest 0.01 acre. WETLAND Drainage and Utility Easements will be provided as required, typically easements will include 10 feet adjacent to public right of ways and ponding areas. Existing Zoning: STEEL/WOOD POST Agricultural Estate District ELECTRIC METER M a BUSH/SHRUB STREET LIGHT -GAS- GAS LINE CONIFEROUS TREE r- GUY WIRE -Pori- POWER OVERHEAD DECIDUOUS TREE .0' POWER POLE -PuG- POWER UNDERGROUND WETLAND ELECTRIC BOX -sAnt- SANITARY SEWER 0 STEEL/WOOD POST ELECTRIC METER -sTG- STORM SEWER SIGN-TRAFFIC/OTHER Qe ELECTRIC MANHOLE -Tort- TELEPHONE OVERHEAD -� SIGN-TRAFFIC/OTHER ® ELECTRIC TOWER -CTV- CABLE TV RAKI MAIL BOX Qs SANITARY MANHOLE -nIG- TELEPHONE UNDERGROUND HANDICAPPED STALL co SEWER CLEANOUT O SOIL BORING G PERC TEST ® BEEHIVE CATCH BASIN Qw WATER MANHOLE Mw MONITORING WELL ® CATCH BASIN Ow WELL Q CABLE TV BOX ® FLARED END SEC77ON ❑s CURB STOP BOX CURB & GUTTER BITUMINOUS SURFACE -WAT- WATERMAIN v- ACCESS CONTROL GUARDRAIL ..•.,a t.; CONCRETE SURFACE I GAS METER I✓.J-T DECIDUOUS TREE LINE L ..�:,,. GRAVEL SURFACE Da GATE VALVE X FENCE LINE : STORM MANHOLE -�5 HYDRANT RESTRICTED ACCESS 0 TELEPHONE BOX I WATER METER SETBACK Q TELEPHONE MANHOLE HN HAND HOLE O Denotes Iron Monument Set ® TRAFFIC CONTROL BOX TRAFFIC LIGHT 9 Denotes Iron Monument Found Denotes Cast Iron Monument Found POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108.5118 PH. (651) 642-9200 FAX (651) 642-1101 f s UNITED P O .. R I E S Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby cat fy tba thla ptm was prepaed by ate or mda my diced mpervWm and that I = a duty Bcemed LAM 5MVRYOY uaaa the laws of the Sbft of Minuaww Mork R Selo Date 09/05/08 Liomae Na 43933 W Westwood Profeslonal Services, Inc. 7699 Anagram Drtm Eden Prairle, MN 55344 PHONE 952-9315150 FAX 952-937-5672 Westwood TOLL FREE 1 -MB -937-5150 � estwood www.westwoodpsjwn Issues and Rel6oa 09415M PER CITY COMMENTS PRELIMINARY PLAT Commis*n No. 75372-07230 Nwn by - Checked by - SHEET C 2 20061094.01PPP01.dwg NOTE: PUBLIC 10' WIDE BITUMINOUS TRAIL TC) RF e]nNSTRIICTFn W/QITF� PHASE TWO PARKING GARAGE \ \ 3 LEVELS \ \ 1 ® GRADE \ \ \ 2 STRUCTURED \ \ 443 PARKING STALLS \ \ 2 LEVEL PROOF 480 OUTLOT A +288 BUILDING SETBACK LINE \ \ \ \ 731 TOTAL STALLS o a PARKING SETBACK LINE _ -------- - - �� J a PI) I \\� STORM SEWER EASEMENT I I� N \ / PATIENT \\ \ Ir RETAINING WALL PICKUP/DROP OFF tet/ RETAINING WALL I I ' / I ° r- - - - - - _ TRUCK DOCK W% CO17 _ PAVEMENT \ AT -GRADE DELIVERY I \ ° 1 DELIVERY [Tfl u I I t LA ° ACCESS §" I 5 1 44.8' I 00 6^ 10.E M N CONNECT TO EXISTING BITUMINOUS TRAIL PHASE TWO BUILDING 120ft x 200ft I 24,000 sf/flr 1 x 3 FLRS 72,000 sf (Ph. 2) 1 26' +88.000 sf (Ph. 1)- 160,000 -160,000 sf TOTAL 1 (TYP •) FFE = 894.3 It M U 9.0' C6 (TYP.) N \ M DOT,- - -LINE rYP. LOT 1 PHASE ONE BUILDING 120ft x 200ft MnDOT DESIGNATION 24,000 sf/flr BLOCK 1 x 3 FLRS PROPERTY LINE 72,000 sf R1-1 +16.000 sf (2 STORY LINK) HANDICAP ACCESSIBLE 88,000 sf PHASE ONE TOTAL - FFE = 894.3 VC) r Q' of 26.0' (TYP.) - - - TRAI; PROPOSED PROPERTY LINE - ' Site Legend SIZE MnDOT DESIGNATION S.1 STING PROPOSED - - PROPERTY LINE 30" R1-1 LOT LINE HANDICAP ACCESSIBLE 12" - SETBACK LINE ......... _. ._-------- S.3 EASEMENT LINE - X CURB AND GUTTER R8-38 ------ - DO NOT ENTER POND NORMAL WATER LEVEL X 30" RETAINING WALL S.5 BEGIN ONE WAY x x FENCE 30" R6 -X1 CONCRETE PAVEMENT KEEP RIGHT 24" CONCRETE SIDEWALK 30" 134-7 HEAVY DUTY BITUMINOUS PAVEMENT HAZARD MARKER 18" NORMAL DUTY BITUMINOUS PAVEMENT 18" 68 NUMBER OF PARKING STALLS RIGHT TURN LANE Q TRANSFORMER 30" E SITE LIGHTING RIGHT LANE MUST TURN RIGHT T TRAFFIC SIGN 30" R3-6 (R/L) POWER POLE PEDESTRIAN CROSSING ° BOLLARD / POST ..(TYP, ) El Site Details t N T l II R V I I , y 77 2 h 10.6, 12 12 / / 1 B612 CURB & GUTTER 2 8618 CURB & GUTTER 3 MOUNTABLE CURB & GUTTER 4 D418 CURB & GUTTER 5 BITUMINOUS CURB 6 INTEGRAL CURB AND WALK 7 CONCRETE CROSS GUTTER 8 ENTRANCE THRU CURB AND GUTTER 9 PRIVATE CONCRETE SIDEWALK 10 PEDESTRIAN CURB RAMP 11 ACCESSIBLE DROPPED PEDESTRIAN RAMP 12 CROSS WALK STRIPING 13 TEMPORARY BITUMINOUS CUL-DE-SAC 14 TRAFFIC ARROW 15 PAINTED STOP BAR AND STOP SIGN POST BASE 16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 17 PRECAST CONCRETE WHEEL STOP 18 TYPE 3 BARRICADE 19 BOLLARD 20 PAVEMENT SECTIONS 21 BITUMINOUS TRAIL J Z" PROJECT MONUMENT SIGN = ® 2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 General Site Notes 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. Signage and Striping Notes 1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF 10' WIDE BITUMINOUS TRAIL PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN IN WHITE (TWO COATS). 2. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT t ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS). 3. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT t PROTECTED BY CURB. 4. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO THE CURB. 5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS OTHERWISE NOTED. I I I I I � RETAINING WALL I / I OUTLOT B / I / I / � I / STORM WATER POND \ / N WL= 866.6 -- HWL-870.5- ---- ------- ... 0 0 LIFT STATION Sign Legend (Refer to MnDOT Details) REFERENCE SIZE MnDOT DESIGNATION S.1 STOP SIGN 30" X 30" R1-1 S.2 HANDICAP ACCESSIBLE 12" X 18" R7 -8M S.3 NO PARKING 12" X 12" R8-38 S.4 DO NOT ENTER 30" X 30" R5-1 S.5 BEGIN ONE WAY 24" X 30" R6 -X1 S.6 KEEP RIGHT 24" X 30" 134-7 S.7 HAZARD MARKER 18" X 18" X4-2 S.8 RIGHT TURN LANE 30" X 30" R3 -X1 S.9 RIGHT LANE MUST TURN RIGHT 30" X 30" R3-6 (R/L) S.10 PEDESTRIAN CROSSING 30" X 30" W11-2 S.11 YIELD 24" X 24" R1-2 0' 50' 100' 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST- PAUL, MN 55108.5118 PH. (651) 642-9200 FAX (651) 642-1101 �tm4� UNITED PROP ERTIES Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby certify that this plan wee prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL IiNG NEER under the laws of the State of hfinnesotn Ryan M Hdsftm Datc 09/05/08 Ltomm 1aa 45898 W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952 -937 -SM ��©y�� TOLL FREE 1-988-937-5150 �tLY11W{a www.westwoodps.com Isles and Ro6ons: 09105/08 PER CIN MMMEWS PHASE TWO CIVIL SITE PLAN Commission No. 75372-07230 Drawn by LAT Checked by RME SHEET C3 20061094.01SPP01.dwg xx H ® 2008 Westwood Professional Services, Inc. Coll 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 i / Mn. Toll Free 1-800-252-1166 / t` Grading Notes r { t { ' t,1` }_. ''', •t } 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS t a SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY i { h ( '• SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. i r t THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE `•-, FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ' AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF F "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE / f> ,, `^, ``•, ! �.. RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL -� AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING o TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL " w SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE - FIC CONTROL DEVICES SHALL CONFORM .. 9 TO APPROPRIATE MNDOT STANDARDS. `., 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESSOTHERWISE ' "''N, INDICATED ON THIS SHEET. §9 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND \., PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING 9l0 \ GRADES. 9�2 SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER 9le 9N� "'� s FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED i SURFACE GRADE. ` •> � " ^- ' 9. SEE GEOTECHNICAL REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS & \9 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS est \\ 904 928 AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE 9 CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. e 9 ` \ \ q ♦ ' JO 9'0 9' 11. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN N� CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12 L POLLUTANT DISCHARGE ELIMINATION SYSTEM ( PDE ) \ ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES • `°"'-- -...._ - INCLUDING THE NATIONAL N S PERMIT REQUIREMENTS. r(p 88`'•. RETAINING WALL 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE s ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH sN FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE 8 EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. ,STORM. WATERS°POND 896 9ov 906 0� `� a NWL'=.$66.6., 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY OWL=870.51 METHOD AS OUTLINED IN MNDOT 2105.31`1 AND THE REQUIREMENTS OF THE 8 890 • GEOTECHNICAL ENGINEER. • mei 888 894 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR \ 88 2 " 8a4 PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF 7 " THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 4 .... 0 � . _.. 878 , 1 "ems` 875 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT —� H 7z GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE 858.. GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. ROCK CONSTRUCTION ENTRANCE PROPERTY LINE EXISTING PROPOSED — — _ INDEX CONTOUR X982 INTERVAL CONTOUR ;.._ CURB AND GUTTER •.._ ...... ..... ... POND NORMAL WATER LEVEL ,. - - - SILT FENCE ......... STORM SEWER ® FLARED END SECTION (WITH RIPRAP) r- ...................... WATER MAIN _..;;,._.._.............._ ► SANITARY SEWER TURF REINFORCEMENT MAT X91•ao SPOT ELEVATION 1.50% FLOW DIRECTION -01 _ - ; . TOP AND BOTTOM OF RETAINING WALL E.O.F. i > -44-0 EMERGENCY OVERFLOW 85.00 } SOIL BORING LOCATION OO INLET PROTECTION i _ t = F F %c t F . i U3 z i } = ; a H ® 2008 Westwood Professional Services, Inc. Coll 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 i / Mn. Toll Free 1-800-252-1166 / t` Grading Notes r { t { ' t,1` }_. ''', •t } 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS t a SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY i { h ( '• SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. i r t THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE `•-, FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ' AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF F "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE / f> ,, `^, ``•, ! �.. RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL -� AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING o TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL " w SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE - FIC CONTROL DEVICES SHALL CONFORM .. 9 TO APPROPRIATE MNDOT STANDARDS. `., 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESSOTHERWISE ' "''N, INDICATED ON THIS SHEET. §9 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND \., PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING 9l0 \ GRADES. 9�2 SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER 9le 9N� "'� s FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED i SURFACE GRADE. ` •> � " ^- ' 9. SEE GEOTECHNICAL REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS & \9 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS est \\ 904 928 AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE 9 CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. e 9 ` \ \ q ♦ ' JO 9'0 9' 11. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN N� CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12 L POLLUTANT DISCHARGE ELIMINATION SYSTEM ( PDE ) \ ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES • `°"'-- -...._ - INCLUDING THE NATIONAL N S PERMIT REQUIREMENTS. r(p 88`'•. RETAINING WALL 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE s ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH sN FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE 8 EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. ,STORM. WATERS°POND 896 9ov 906 0� `� a NWL'=.$66.6., 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY OWL=870.51 METHOD AS OUTLINED IN MNDOT 2105.31`1 AND THE REQUIREMENTS OF THE 8 890 • GEOTECHNICAL ENGINEER. • mei 888 894 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR \ 88 2 " 8a4 PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF 7 " THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 4 .... 0 � . _.. 878 , 1 "ems` 875 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT —� H 7z GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE 858.. GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. ROCK CONSTRUCTION ENTRANCE Grading Legend PROPERTY LINE EXISTING PROPOSED — — 980— INDEX CONTOUR X982 INTERVAL CONTOUR ;.._ CURB AND GUTTER •.._ ...... ..... ... POND NORMAL WATER LEVEL ,. - - - SILT FENCE ......... STORM SEWER ® FLARED END SECTION (WITH RIPRAP) r- ...................... WATER MAIN _..;;,._.._.............._ ► SANITARY SEWER TURF REINFORCEMENT MAT X91•ao SPOT ELEVATION 1.50% FLOW DIRECTION -01 - ; . Grading Legend Erosion Control Notes 1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY EXCAVATION/CONSTRUCTION ACTIVITIES. 2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION ENTRANCES. 3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS CONSTRUCTION. 5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, WOOD FIBER BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR WOOD FIBER BLANKET IS REQUIRED. 7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY. 0' 50' 100' 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 +2- r UNITED PRO P ERT�k: Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby cu fy t1w this plan was prepared by me m under my direct supervieim and that I am a duly li®aed PROPESMNAL RNONEM under the laws of the State of Minnoota Ryan M- E&ftom Date 09/05/08 Licmae No. 45M W Westwood Profesional Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952 -937 -SM �� TOLL FREE I-SW937-5150 Westwood www.westwoodpLoom Ines aid Relidom M5108 PP.RC17COMMENT5 PHASE TWO GRADING DRAINAGE AND EROSION CONTROL PLAN Commission No, 75372-07230 Drawn by LAT Chwkal by RIME SHEET C4 20061094.01GDP01.dwg PROPERTY LINE EXISTING PROPOSED — — 980— INDEX CONTOUR X982 INTERVAL CONTOUR ►►► CURB AND GUTTER - POND NORMAL WATER LEVEL ,. - - - SILT FENCE ......... STORM SEWER ® FLARED END SECTION (WITH RIPRAP) r- ...................... WATER MAIN _..;;,._.._.............._ ► SANITARY SEWER Erosion Control Notes 1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY EXCAVATION/CONSTRUCTION ACTIVITIES. 2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION ENTRANCES. 3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS CONSTRUCTION. 5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, WOOD FIBER BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR WOOD FIBER BLANKET IS REQUIRED. 7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY. 0' 50' 100' 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 +2- r UNITED PRO P ERT�k: Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby cu fy t1w this plan was prepared by me m under my direct supervieim and that I am a duly li®aed PROPESMNAL RNONEM under the laws of the State of Minnoota Ryan M- E&ftom Date 09/05/08 Licmae No. 45M W Westwood Profesional Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952 -937 -SM �� TOLL FREE I-SW937-5150 Westwood www.westwoodpLoom Ines aid Relidom M5108 PP.RC17COMMENT5 PHASE TWO GRADING DRAINAGE AND EROSION CONTROL PLAN Commission No, 75372-07230 Drawn by LAT Chwkal by RIME SHEET C4 20061094.01GDP01.dwg RETAINING WALL ►►► DRAIN TILE — — — — RIDGE LINE M GRADING LIMITS ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET TURF REINFORCEMENT MAT X91•ao SPOT ELEVATION 1.50% FLOW DIRECTION -01 - ; . TOP AND BOTTOM OF RETAINING WALL E.O.F. -44-0 EMERGENCY OVERFLOW 85.00 0 SB -19 SOIL BORING LOCATION OO INLET PROTECTION Erosion Control Notes 1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY EXCAVATION/CONSTRUCTION ACTIVITIES. 2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION ENTRANCES. 3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS CONSTRUCTION. 5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, WOOD FIBER BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR WOOD FIBER BLANKET IS REQUIRED. 7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY. 0' 50' 100' 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 +2- r UNITED PRO P ERT�k: Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby cu fy t1w this plan was prepared by me m under my direct supervieim and that I am a duly li®aed PROPESMNAL RNONEM under the laws of the State of Minnoota Ryan M- E&ftom Date 09/05/08 Licmae No. 45M W Westwood Profesional Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952 -937 -SM �� TOLL FREE I-SW937-5150 Westwood www.westwoodpLoom Ines aid Relidom M5108 PP.RC17COMMENT5 PHASE TWO GRADING DRAINAGE AND EROSION CONTROL PLAN Commission No, 75372-07230 Drawn by LAT Chwkal by RIME SHEET C4 20061094.01GDP01.dwg D 3 C3 POSSIBLE SANITARY SEWER FORCE MAIN ALIGNMENT BY OTHERS 8" PVC PLUG IE=859.1 -, , rX16 DIP P U MH -8 RE=908.2 IE=858.6 - - - - - - - - - _ - - PHASE TWO PARKING GARAGE \� - - 3 LEVELS 1 ® GRADE MH-4RE=894.1 2 STRUCTURED E=878.83� I 443 PARKING STALLS FES -9A ROPOSED CjMI 2 LEVEL PROOF MH -7 MH -6 IE=888.0 480 RE=892.4 RE=893.0 RETAINING WALL RE=8 - +288 IE=881.40 E=880.67Ir ® EE 879?60 \ 731 TOTAL STALLS CBMH-10 I - _ \ d CBMH-11A CBMH-8 ------------CBMH- /r�t CLI 1110'. SAN SERVICE 18" WIM DROP MH -3 1 \ IE=885.0° W M RE=896.7 I 1 \ 1 8 I 0 �T r: IE=872.7 ° CBMH-il s. s , .<; s , „r i; '' '-`"'+ IE=857.3 SAN SERVICE G rs ii. 1 1 I E=884.3 �. I 1i,':i \ PHASE TWO BUILDING PHASE ONE BUILDING °cY MH -2 I 120ft x 200ft 120ft x 200ft L' RE=887.4 1 1 24,000 sf/fir 24,000 sf/fir ,aIE=856.4 1 \ 1 RD -12A x 3 FLRS x 3 FLRS \ RD- 72,000 sf (Ph. 2) 72,000 sf 1 1 C H 1 +88.000 sf (Ph. 11 +16.000 sf (2 STORY LINK) I 1 1 160,000 sf TOTAL 88,000 sf PHASE ONE TOTAL CBMH 3 1 ! FFE = 894.3 FFE = 894.3 1 1 1 1�11 1 CBMH-24 5. oil 111111 1111 - SIN \\IIII�ti, \ B H 0 B H 1 -- B H 3 _------ ------nllllllllLLL .. MH --OVER EX. SAN SEWER EX. STUB IE=850.00 H-1 E=8 IE (E; EXISTING CULVERT IE=8: TO BE REMOVED ---� EX - LE= ------------------------------------ Ml ----- -------- MY I I I I I I I I I I I I 1 I / I PROPOSED RETAINING WALL \ I 3 \ I / 3 Q FES -1 W/ RIPRAP STORM WATER PON\ 2 / IE=866.1 NWL=866.6 J/ ^ HWL=870.5 CB H-16 ° EX. �--- IE=8 5.72 EX. L62-18" PVC OCS-30 REMOVE PL G & SDR 18 0 0.40% STMH-31 CONNECT T EX. 18" PVC PLUG FES 16" DIP WM IE=839.76 CBMH-17 IFT STATION a a -- RELOCATE EX. EX. MH -18 H STA. 88+00 50 R FROM 2ACK OF RE -8:72.4e TCURB PER CITYN=848 61 oSTANDARD DETAIL 18" IE S=840.10 EX. 198'-8" P I EX. 16" B.V. Invert 6 0.40% o - Key Utility Crossings • DD DD DD - 11A 1a RET. WALL = 892.4 908.00 890.00 12" STO = 889.9 EX. 16"x 8" EX. UTILITY INFORMATION DIF. - 1.2' 891.46 © RET WALL = 892.41 • 16" B. V. 21" STO = 887.1 DATED 02/14/06 887.06 DIF. - 3.06' EX. 8" DIP © 30" STO = 882.54 IE=850.00 PLUG- 16" WAT = 890.88 - - - - Storm Sewer Schedule DIF. - 4.00' • 3 888.00 887.02 9 CBMH 15" STO = 883.13 IO 885.80 16" WAT = 887.8 8 CBMH DIF. - 1.75' 889.76 © 21" STO = 874.10 7 CBMH 16" WAT = 870.0 �• 883.46 DIF. - 3.77' n CBMH 5 898.58 ® 24" STO = 871.54 5 CBMH 16" WAT = 867.7 898.50 882.37 DIF. - 3.54' 15A RD 15 • ELEVATIONS NOTED FOR STORM AND SANITARY = INVERT CBMH-5 ELEVATIONS NOTED FOR WATER = TOP OF PIPE I DIF. DENOTES CLEARANCE BETWEEN PIPES/WALL ------------------------------------ Ml ----- -------- MY I I I I I I I I I I I I 1 I / I PROPOSED RETAINING WALL \ I 3 \ I / 3 Q FES -1 W/ RIPRAP STORM WATER PON\ 2 / IE=866.1 NWL=866.6 J/ ^ HWL=870.5 CB H-16 ° EX. �--- IE=8 5.72 EX. L62-18" PVC OCS-30 REMOVE PL G & SDR 18 0 0.40% STMH-31 CONNECT T EX. 18" PVC PLUG FES 16" DIP WM IE=839.76 CBMH-17 IFT STATION a a -- RELOCATE EX. EX. MH -18 H STA. 88+00 50 R FROM 2ACK OF RE -8:72.4e TCURB PER CITYN=848 61 oSTANDARD DETAIL 18" IE S=840.10 EX. 198'-8" P I EX. 16" B.V. Invert 6 0.40% o EX. 16"x 16" CROSS Up Structure I Dn. Structure DD DD DD - 11A D 11 908.00 890.00 889.80 EX. 16"x 8" EX. UTILITY INFORMATION 11 891.46 REDUCER TAKEN FROM MNDOT PLANS EX. 16" B. V. 10 DATED 02/14/06 887.06 EX. 8" PVC EX. 8" DIP CBMH 9 IE=850.00 PLUG- 886.00 - - - - Storm Sewer Schedule 9 Utilitv Legend Structure Drains To Rim Elevation Invert Elev. No. I Type Structure No. I Up Structure Up Structure I Dn. Structure 12A RD 12 894.30 888.30 888.23 12B RD 12 895.00 888.70 888.02 11A CBMH 11 908.00 890.00 889.80 12 CBMH 11 891.46 887.42 887.06 11 CBMH 10 892.97 887.06 886.58 10 CBMH 9 891.94 886.58 886.00 9A FES 9 888.00 888.00 887.02 9 CBMH 8 892.91 885.80 884.69 8 CBMH 7 889.76 884.49 883.46 7 CBMH 6 892.53 883.46 882.87 6 CBMH 5 898.58 882.87 882.37 5 CBMH 4 898.50 882.37 880.13 15A RD 15 894.30 887.60 887.27 15 CBMH 14 890.57 887.27 885.99 14 CBMH 13 889.30 885.79 884.23 13 CBMH 4 887.80 884.23 882.69 4 CBMH 3 887.80 874.20 872.15 24 CBMH 23 894.50 891.20 889.18 23 CBMH 22 892.40 889.18 887.18 22 CBMH 21 890.65 886.78 886.06 21 CBMH 20 890.65 886.06 884.05 20 CBMH 19 889.67 884.05 879.95 19 CBMH 16 886.40 875.70 873.80 25 CBMH 19 886.65 883.00 882.74 18 CBMH 17 875.75 872.00 871.54 17 CBMH 16 875.70 871.54 871.00 16 CBMH 3 1 877.84 870.40 1 868.76 3 STMH 1 1 877.00 866.36 1 866.10 EXISTING - - PROPOSED - - PROPERTY LINE -------- EASEMENT LINE CONCRETE TO SECTION A -A CURB AND GUTTER ---- - ►------- 0 SANITARY SEWER --------- FM ......... -FM- SANITARY SEWER FORCE MAIN ►► STORM SEWER ....................... �W.................... I WATER MAIN ....................... ,................ HYDRANT Imo} ....................... :::.......... ............_ r.4s GAS .......................-. ---PUG- OUTLET UNDERGROUND ELECTRIC Paf OVERHEAD ELECTRIC ....... 4' ...... nc UNDERGROUND TELEPHONE ....................... .::........................ _ M'+ OVERHEAD TELEPHONE .1-111111-- ...... ' :.................... FOP TELEPHONE FIBER OPTIC ....................... .,..................... cry CABLE TELEVISION NTS ►►► DRAIN TILE ►� GATE VALVE FLARED END SECTION (WITH RIPRAP) LIGHT POLE X© VERTICAL UTILITY SEPARATION 0' 50' 100' 150' NOT FOR CONSTRUCTION © 2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 General Utility Notes 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION Al ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL BE PER MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER MAIN CROSSINGS WITH SANITARY SEWER OR STORM SEWER. 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS 52 WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM SANITARY SEWER & STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. 13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE PVC SCHEDULE 40. 15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED. PVC STORM SEWER PIPE SHALL BE SCHEDULE 40 PIPE. FLARED END SECTIONS SHALL BE RCP WITH TRASH GUARDS & RIP -RAP. 16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). 17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. aaaa IMME.tf\�a� 91000211ami 1/4 " X 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING) OUTSIDE MH WALL TO FLAT BAR = 1" PROVIDE 4-1/2" SS ANCHOR BOLTS W/CLIPS nu i un-r'ED GALVANIZED GRATE IN 2 SECTIONS CUSTOM CONCRETE WEII WITH V -NOTCH (SEE CROSS SECTION FOR DIMENSIONS) I.E.= 865.0 -#5 SMOOTH BAR ® 4" O.C. EACH WA (PROVIDE 3-1/4" x 3-1/4" OPENING) PLAN E=870.5 Fr- 9„ 6" 6" 6 6,-0.. 1001 FILL SUMP WITH CONCRETE TO SECTION A -A . X:..� ...:. INVERT ELEVATION NTS ELEVATION=870.5 PQ ` IE=866.6 OUTLET INLET INVERT STRU( 6'-0" WEIR SECTION NTH WE NTS V -NI -5" V -NOTCH IE=866.6 POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55105-5115 PH. (651) 642-9200 FAX (6 51) 642-1101 �, UNITED ROPERTIES Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby malty that 699 plan was prepared by me m under my dvec[ eupervfaiva and that I = a duly lioeoeed PBOPBSSIONAL INGlN®t under the laws of the State of Mbmeeota. Ryan M. Edetr°aa► Dom 09/05/08 Liemse Na 45898 W Westwood Professlonal Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1488.937-5150 viest nod www.westwoodpsxom Issues aid Reil (005W PERCrN WMMENTR PHASE TWO UTILITY PLAN Commission No. 75372-07230 Drawn by LAT Checked by RME SHEET C 5 20061094.01UTP01.dwg NOTE: \ PUBLIC 10' WIDE BITUMINOUS TRAIL TO BE CONSTRUCTED W/SITE ---\ _ D 0 OUTLOT A \ BUILDING SETBACK LINE \ \ PARKING SETBACK LINE _ to l a F \\\ I I RETAINING WALL PATIENT PICKUP/DROP-Ory \ __-_-- ------ / to i � 41110 I---------- TRUCK DOCK -� WT COIRC. PAVEMENT777 I A y p. G. 73.2' \ 26.0, rasan 4 I s.l?v I PHASE ONE BUILDING 5 J;9" " LOT 1 120ft x 200ft \ t> BLOCK 1 x 24,000 sf3flFLRS I II + I 9 72,000 sf \ +16.000 sf (2 STORY LINKS I I v 88,000 sf PHASE ONE TOTAL ° FFE = 894.3- - as o >-9 6I/ a 9 77 .0 a � ;.,.t r�. J = J 18' -6 MNDOT 00 \ _ - E�yW-LINE -(fYP. C�O TR EXISTING 101-1I.. PROPOSED _ PROPERTY LINE (TYP.)- - -- El Site Details 14. J ✓1' PROJECT MONUMENT SIGN 1 8612 CURB & GUTTER 2 8618 CURB & GUTTER 3 MOUNTABLE CURB & GUTTER 4 D418 CURB & GUTTER 5 BITUMINOUS CURB 6 INTEGRAL CURB AND WALK 7 CONCRETE CROSS GUTTER 8 ENTRANCE THRU CURB AND GUTTER 9 PRIVATE CONCRETE SIDEWALK 10 PEDESTRIAN CURB RAMP 11 ACCESSIBLE DROPPED PEDESTRIAN RAMP 12 CROSS WALK STRIPING 13 TEMPORARY BITUMINOUS CUL-DE-SAC 14 TRAFFIC ARROW 15 PAINTED STOP BAR AND STOP SIGN POST BASE 16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 17 PRECAST CONCRETE WHEEL STOP 18 TYPE 3 BARRICADE 19 BOLLARD 20 PAVEMENT SECTIONS 21 BITUMINOUS TRAIL z2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 General Site Notes 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. Signage and Striping Notes 10' WIDE BITUMINOUS TRAIL 1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN IN WHITE (TWO COATS). 2. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS). y 3. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE t REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT PROTECTED BY CURB. 4. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' - FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL - TRANSITION BETWEEN LANES TO THE CURB. 5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS OTHERWISE NOTED. I I RETAINING WALL I � I / I OUTLOT B / I / � I / I STORM WATER POND NWL-866.6 . H WL=870.5 ----------------- J 0 0 LIFT STATION I=) Sign Legend (Refer to MnDOT Details) REFERENCE i MnDOT DESIGNATION - - Site Legend STOP SIGN 30" EXISTING PROPOSED R1-1 S.2 HANDICAP ACCESSIBLE PROPERTY LINE X 18" LOT LINE S.3 NO PARKING 12" SETBACK LINE -- --------- R8-38 EASEMENT LINE =- - 30" CURB AND GUTTER 30" - -- - S.5 POND NORMAL WATER LEVEL 24" X RETAINING WALL R6 -X1 S.6 -X-X- FENCE �1 30" CONCRETE PAVEMENT S.7 HAZARD MARKER CONCRETE SIDEWALK X O HEAVY DUTY BITUMINOUS PAVEMENT S.8 RIGHT TURN LANE NORMAL DUTY BITUMINOUS PAVEMENT X 6s NUMBER OF PARKING STALLS S.9 TTI TRANSFORMER X 30" SITE LIGHTING - T TRAFFIC SIGN X 30" POWER POLE S.11 ° BOLLARD / POST El Site Details 14. J ✓1' PROJECT MONUMENT SIGN 1 8612 CURB & GUTTER 2 8618 CURB & GUTTER 3 MOUNTABLE CURB & GUTTER 4 D418 CURB & GUTTER 5 BITUMINOUS CURB 6 INTEGRAL CURB AND WALK 7 CONCRETE CROSS GUTTER 8 ENTRANCE THRU CURB AND GUTTER 9 PRIVATE CONCRETE SIDEWALK 10 PEDESTRIAN CURB RAMP 11 ACCESSIBLE DROPPED PEDESTRIAN RAMP 12 CROSS WALK STRIPING 13 TEMPORARY BITUMINOUS CUL-DE-SAC 14 TRAFFIC ARROW 15 PAINTED STOP BAR AND STOP SIGN POST BASE 16 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 17 PRECAST CONCRETE WHEEL STOP 18 TYPE 3 BARRICADE 19 BOLLARD 20 PAVEMENT SECTIONS 21 BITUMINOUS TRAIL z2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 General Site Notes 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. Signage and Striping Notes 10' WIDE BITUMINOUS TRAIL 1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN IN WHITE (TWO COATS). 2. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS). y 3. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE t REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT PROTECTED BY CURB. 4. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' - FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL - TRANSITION BETWEEN LANES TO THE CURB. 5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS OTHERWISE NOTED. I I RETAINING WALL I � I / I OUTLOT B / I / � I / I STORM WATER POND NWL-866.6 . H WL=870.5 ----------------- J 0 0 LIFT STATION I=) Sign Legend (Refer to MnDOT Details) REFERENCE SIZE MnDOT DESIGNATION S.1 STOP SIGN 30" X 30" R1-1 S.2 HANDICAP ACCESSIBLE 12" X 18" R7 -8M S.3 NO PARKING 12" X 12" R8-38 S.4 DO NOT ENTER 30" X 30" R5-1 S.5 BEGIN ONE WAY 24" X 30" R6 -X1 S.6 KEEP RIGHT 24" X 30" R4-7 S.7 HAZARD MARKER 18" X 18" X4-2 S.8 RIGHT TURN LANE 30" X 30" R3 -X1 S.9 RIGHT LANE MUST TURN RIGHT 30" X 30" R3-6 (RA) S.10 PEDESTRIAN CROSSING 30" X 30" W11-2 S.11 YIELD 24" X 24" R1-2 0' 50' 100' 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 r ...... UNITED $ROPER€IES Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby cetify tbat thla plan was prepared by me of under my direct sapmvisi® and that i am a duly lirmmed PROMSIONAL RNCINEM under the laws of the State of Minnesota Ryan M &Wrom Date 09/05/08 License No. 45898 W Westwood Professional Setvlcrs, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 WeStwooc! www.westwoodpLwrr, Issues and RMons M150 i'6RC17 WMMENTS PHASE ONE CIVIL SITE PLAN Commission No. 75372-07230 drawn by LAT Checked by RME SHEET C6 20061094.01 SPP02.dwg PLANT SCHEDULE CODE QTY 85 SUM ABM - REO WHO - BUO - GSL - PRE - COMMON/BOTANICAL NAME OVERSTORY * Sugar Maple / Acer saccharum Autumn Blaze Maple / Acer freemanii 'Jeffer Red Oak / Quercus rubra * White Oak / Quercus alba * Bur Oak / Quercus macrocarpa Greenspire Linden / Tilia cordata 'Greenspire Princeton Elm / Ulmus americana 'Princeton SIZE NOTES - CAL. IN. 91ORNAMENTAL * Colorado Blue Spruce / Picea pungens 7' HT., BB CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE ALL UNDERGROUND UTILITIES PRIOR TO it THT - Thornless Hawthorn / Crataegus crus-galli inermis 1.5" BB TO REMAIN ON SITE FVB - Fox Valley Birch / Betula nigra 'Little King' 1.5" 88 109,498 SF. SSC - Spring Snow Crabapple / Malus 'Spring Snow' 1.5" BB THAN 5:3. PRC - Prairie Rose Crabapple / Malus 'Prairie Rose' 1.5" BB NOTES - CAL. IN. A 0 I 7 1 3 PLANTING NOTES LANDSCAPE DATA CONTRACTOR SHALL CONTACT GOPHER CBS - * Colorado Blue Spruce / Picea pungens 7' HT., BB CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANT OR LANDSCAPE MATERIAL. EXISTING CANOPY COVERAGE ON SITE - BHS -�BlOck Hills Spruce / Picea glauca densata 7' HT., BB ISSUBJECTI CONDITIONS. LDONSTAND TO REMAIN ON SITE ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. WHP -ite Pine /Pinus nigra 7' HT., BB 109,498 SF. (20%) ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 495 SHRUBS PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. TEA - Techny Arbovitae / Thujaoccidentalis 'Techny 6' HT., BB 48" 0. C. STAKING OF TREES OPTIONAL; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. MAJ - Money Juniper Juniperus chinensis Maneyi 24" HT., #5 CONT. 36" O.C. MJJ - Mint Julep Juniper / Juniperus chinensis 'Monlep' 36" SPRO , #5 CONT.36" 0. C. SCJ - Scandia Juniper / Juniperus sabina 'Scandia' 24" SPRO., #5 CONT. 36" 0. C. ALC - Alpine Currant / Ribes alpinum 24" HT., #2 CONT. 30" 0. C. FOUR INCHES OF SHREDDED HARDWOOD BARK MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS. DBH - Dwarf Bush Honeysuckle / Diervilla lonicera 24" HT., #5 CONT. 30" 0. C. DKL - Dwarf Korean Lilac / Syringa meyeri 'Palibin' 36" HT., #5 CONT. 36" 0. C. SEEDING MIXTURES AND BROADCAST RATES REFER TO "RESTORING & MANAGING NATIVE WETLAND & UPLAND COL - Common Purple Lilac / Syringa vulgaria 36" HT., #5 CONT. 48" 0. C. i ABH - Annabelle Hydrangea / Hydrangea arborescens 'Annabelle" 36" HT., #5 CONT. 36" 0. C. CAD - Cardinal Dogwood / Cornus sericea 'Cardinal' 36" HT., #5 CONT. 36" 0. C. CAV - Compact American Viburnum / Viburnum trilobum 'Bailey Compact' 36" HT., #5 CONT. 36" 0. C. PRIOR TO INSTALLATON OF IRRIGATION SYSTEM. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE SMS - Snowmound Spirea / Spiraea nipponica 'Snowmound' 24" HT., #5 CONT. 36" 0. C. NFS - Neon Flash Spirea / Spiraea japonica 'Neon Flash' 24" HT., #2 CONT. 30" 0. C. FLS - Fire Light Spirea / Spiraea x 'Fire Light' 18" HT., #2 CONT. 24" 0. C. 1,160 SF PERENNIALS s SOO - Stella De Oro Daylily / Hemerocallis 'Stella De Oro' 2 -Year, #1 CONT 18" 0. C. ASD - Apricot Sparkles Daylily / Hemerocallis 'Apricot Sparkles' 2 -Year, #1 CONT 18" 0. C. AJS - Autumn Joy Sedum / Sedum x 'Autumn Joy' 2 -Year, #1 CONT 24" O.C. SAG - Russian Sage / Perovskia atriplicfolia 2 -Year, #1 CONT 24 O.C. BES - Black Eyed Susan / Rudbeckia fulgida 'Goldsturm" 2 -Year, #1 CONT 18" 0. C. KFG - Karl Foerster Feather Reed Grass / Colamagrostis x acutiflora 'Karl Foerster 2 -Year, #1 CONT 36" 0. C. RSH - Royal Standard Hosta / Hosta 'Royal Standard' 2 -Year, #1 CONT 24 O.C. FFR - Feesays Form Ribbon Grass / Pholaris arundinacea 'Feesays Form' 2 -Year, #1 CONT 18 0. C. RSG - Red Switchgrass / Panicum virgatum 'Shenandoah' 2 -Year, #1 CONT 24" 0. C. EMI - Engelman Ivy / Parthenocissus quinquefolia var. engelmanii 2 -Year, #1 CONT VARIES NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. OWNER RESERVES THE OPTION TO RELOCATE EXISTING CONIFERS AND DECIDUOUS PLANT MATERIAL ON SITE AND USE FOR LANDSCAPE PLANTINGS REGARDLESS OF THE TYPE OF SPECIES. * DENOTES EXISTING PLANTS FOUND ON SITE TO BE USED FOR PLANTINGS. A 0 I 7 1 3 PLANTING NOTES LANDSCAPE DATA CONTRACTOR SHALL CONTACT GOPHER "ONE CALL" (651-454-0002 or 800-252-1166) TO VERIFY LOCATIONS OF CANOPY COVERAGE DATA: CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANT OR LANDSCAPE MATERIAL. EXISTING CANOPY COVERAGE ON SITE - 221,675 SF. (40%) LOCATION OF MATERIAL PINSTI ISSUBJECTI CONDITIONS. LDONSTAND TO REMAIN ON SITE ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. NOT PIAANTNG RF I I NITI rRADNGOAND RUCTION; SFFN COMPLETED IN THE IMMEDIATE COVERAGE REQUIREDCOVERAGE CANOPYPROPOSED ON SITE 109,498 SF. (20%) AREA. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL ALSO HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. PLANTS TO BE INSTALLED AS PER STANDARD ANSI PLANTING PRACTICES. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. STAKING OF TREES OPTIONAL; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. BACKFILL SOIL TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS. ALL SHRUB PLANTING BEDS (WITHIN SODDED AREAS) SHALL HAVE WEED BARRIER FABRIC, 4" OF SHREDDED HARDWOOD BARK MULCH AND VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE PLACED WITH SMOOTH CURVES AND AT LEAST 3' FROM THE CENTERS OF EVERGREEN TREES. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD BARK MULCH AROUND ALL TREES AND SHRUBS. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). ALL PERENNIAL BEDS AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" OF SHREDDED HARDWOOD BARK MULCH AND VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE PLACED WITH SMOOTH CURVES. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. FOUR INCHES OF SHREDDED HARDWOOD BARK MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS. SHREDDED HARDWOOD BARK MULCH 4" DEEP SHALL BE PROVIDED IN ALL PLANTING BEDS ADJACENT TO SIDEWALKS AND DRIVEWAYS. SEEDED AREAS TO BE MN/DOT SEED MIX 340 EXCEPT AROUND THE POND. REFER TO MN/DOT SEEDING MANUAL 2007 EDITION FOR EXACT SEED QUANTITIES, BROADCAST RATES, ACCEPTABLE SEED INSTALLATION METHODS, AND FOR MAINTENANCE OF SEEDED AREAS. SEEDING AROUND THE POND SHALL BE PLANTED WITH BWSR SEED MIX W5 ?, (WETLAND FRINGE), AS SHOWN ON PLAN, DOWN TO THE NORMAL WATER LEVEL OF THE POND. FOR EXACT BWSR SEEDING MIXTURES AND BROADCAST RATES REFER TO "RESTORING & MANAGING NATIVE WETLAND & UPLAND VEGETATION' DATED JANUARY 2006. FOR MAINTENANCE OF AREAS SEEDED WITH BWSR W5 REFER TO CHANHASSEN FAIRVIEW MEDICAL CENTER LANDSCAPE MAINTENANCE PLAN BY WESTWOOD PROFESSIONAL SERVICES. i ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX. ALL SOD AREAS SHALL BE PREPARED WITH 4" OF TOPSOIL AND RAKED TO REMOVE i DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. ' SEED AREAS AS SHOWN ON PLAN WITH MN/DOT SEED MIX 330 (NATIVE MIX FOR SANDY/DRY AREAS). REFER TO MN/DOT SEEDING MANUAL 2007 EDITION FOR BROADCAST RATES, EXACT SEEDING MIXTURES, SEASON OF PLANTING FOR SEEDING, SEED ESTABLISHMENT METHODS, AND ALL MAINTENANCE REQUIREMENTS. PROVIDE IRRIGATION TO ALL PLANTED AND SODDED AREAS ON SITE. NO IRRIGATION SHALL BE PLACED WHERE MN/DOT SEED MIX 340 IS PLANTED, AS SHOWN ON PLAN. IRRIGATION WILL BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATON OF IRRIGATION SYSTEM. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 11 .. ,_4 BUFFERYARD DATA: BUFFERYARD "B" USED IN CALCULATIONS POWERS BOULEVARD (0.8 MULTIPLIER USED) - 720 LF. TOTAL OVERSTORY TREES REQUIRED - 14 TOTAL UNDERSTORY TREES REQUIRED - 21 TOTAL SHRUBS REQUIRED - 35 HWY 312 (ON-RAMP) (1.0 MULTIPLIER USED) - 572 LF. TOTAL OVERSTORY TREES REQUIRED - 12 TOTAL UNDERSTORY TREES REQUIRED - 23 TOTAL SHRUBS REQUIRED - 36 OVERALL PLANT DATA: REQUIRED PROVIDED TOTAL OVERSTORY TREES - 26 108 TOTAL UNDERSTORY TREES - 44 94 TOTAL SHRUBS - 71 495 TREE DETAIL SHRUB DETAIL EVERGREEN DETAIL LIFT STATION J 'r"'/"v' r"rA �Tw ;FFD I IMIT I INES (TYP_) SEED LIMIT LINES (TYP.) AREA NOT TO BE IRRIGATED AREA NOT TO BE IRRIGA c2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS INTACT. GUYING AND STAKING IS MANDATORY FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTNAT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1 X2" WIDE STRAP. WHERE WRAPPING IS CALLED FOR: WRAP FROM GROUNDLINE UPWARD TO FIRST BRANCHES. PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE. ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED MULCH AND WEED BARRIER FABRIC. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. SCARIFY SIDES AND BOTTOM OF HOLE BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS INTACT. GUYING AND STAKING IS MANDATORY FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTNAT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1 V WIDE STRAP. PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. Chanhassen Fairview Medical Center Landscape Maintenance Pian Chanhassen, Minnesota *Refer to Phase Two Landscape Plan dated September 5, 2008 for specific limits of seeded areas. W5 Seeded Areas: Year 1 - Planting: Season for Planting April 15 -July 20 or Sept 20 -Oct 20. If spring planting - after seed'ng mow 6-8 inches with mower every 30 days after planting until September 30. Weed control -mowing should help control annual weeds. Spot spray thisJes. If fall planting, the following season mow 6-8 inches with mower once in May, June, and July. Weed control -mowing should help control annual weeds. Spot spray thistle. Evaluation: Cover crop growing within 2 weeks of planting (except dormant plantings). Seedlirgs spaced 1-6 inches apart in drill rows. Native grass seedlings may only be 4-6 inches tall. If there is a flush of growth from foxtail etc., mow as necessary with mower. Year 2 - Maintenance: Mow 6-8 inches with mower one time between June 1 -August 15 before weeds set seed. Weed control -mowing should keep annual weeds down. Spot spray thistles etc. Some sites may not require much maintenance the second year. Evaluation: Cover crop will be gone unless winter wheat was used in a fall planting. Grasses forming clumps 1-6 inches apart in drill rows, but sfll short. Some flowers should be blooming (back -eyed Susans, bergamot, etc). If there is a flush of growth from foxtail, etc., mow site with mower. Year 3 - Maintenance: Mow a,eo with mower only if necessary. Spot spray thistles, etc. for weed control. Sites usually do not require much maintenance the th"rd year. Evaluation: Planting should beg'n looking like c prairie -tall grosses, flowers etc. Long Term Maintenance: Spot spray thistles etc. for weed control. Burning (3-5 year rototlo^) alternate spring and fall if possible. Haying (3-5 year rotation) late summer or early fall. Alternate with burning (may substitute for burning). Burning two years in a row will really clean up rough looking sites. 0' 50' 100' 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 UNITED PROP ERTIES Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby certify cut this plan vres prepared by me or under my direct supervision and that I am a duly lit sed LANDSCAPE AECHrrECf under the lawn of the Sate of MfoneoDW Chad li Feigum Dalt 09/05/08 Lim No. 46508 W Westwood Professional Services. Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-9373150 1111eshvood www.westwoodps corn Issues and Recisions: 09MM PER CITY COMMENTS PHASE TWO LANDSCAPE PLAN Cammissaa No. 75372-07230 Drawn by CEF Checked by CEF SHEET 20061094.01PLP01.dwg TREE DETAIL SHRUB DETAIL EVERGREEN DETAIL LIFT STATION J 'r"'/"v' r"rA �Tw ;FFD I IMIT I INES (TYP_) SEED LIMIT LINES (TYP.) AREA NOT TO BE IRRIGATED AREA NOT TO BE IRRIGA c2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS INTACT. GUYING AND STAKING IS MANDATORY FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTNAT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1 X2" WIDE STRAP. WHERE WRAPPING IS CALLED FOR: WRAP FROM GROUNDLINE UPWARD TO FIRST BRANCHES. PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE. ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED MULCH AND WEED BARRIER FABRIC. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. SCARIFY SIDES AND BOTTOM OF HOLE BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS INTACT. GUYING AND STAKING IS MANDATORY FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTNAT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1 V WIDE STRAP. PLACE 4" DEPTH OF SPECIFIED MULCH OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. Chanhassen Fairview Medical Center Landscape Maintenance Pian Chanhassen, Minnesota *Refer to Phase Two Landscape Plan dated September 5, 2008 for specific limits of seeded areas. W5 Seeded Areas: Year 1 - Planting: Season for Planting April 15 -July 20 or Sept 20 -Oct 20. If spring planting - after seed'ng mow 6-8 inches with mower every 30 days after planting until September 30. Weed control -mowing should help control annual weeds. Spot spray thisJes. If fall planting, the following season mow 6-8 inches with mower once in May, June, and July. Weed control -mowing should help control annual weeds. Spot spray thistle. Evaluation: Cover crop growing within 2 weeks of planting (except dormant plantings). Seedlirgs spaced 1-6 inches apart in drill rows. Native grass seedlings may only be 4-6 inches tall. If there is a flush of growth from foxtail etc., mow as necessary with mower. Year 2 - Maintenance: Mow 6-8 inches with mower one time between June 1 -August 15 before weeds set seed. Weed control -mowing should keep annual weeds down. Spot spray thistles etc. Some sites may not require much maintenance the second year. Evaluation: Cover crop will be gone unless winter wheat was used in a fall planting. Grasses forming clumps 1-6 inches apart in drill rows, but sfll short. Some flowers should be blooming (back -eyed Susans, bergamot, etc). If there is a flush of growth from foxtail, etc., mow site with mower. Year 3 - Maintenance: Mow a,eo with mower only if necessary. Spot spray thistles, etc. for weed control. Sites usually do not require much maintenance the th"rd year. Evaluation: Planting should beg'n looking like c prairie -tall grosses, flowers etc. Long Term Maintenance: Spot spray thistles etc. for weed control. Burning (3-5 year rototlo^) alternate spring and fall if possible. Haying (3-5 year rotation) late summer or early fall. Alternate with burning (may substitute for burning). Burning two years in a row will really clean up rough looking sites. 0' 50' 100' 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 UNITED PROP ERTIES Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I hereby certify cut this plan vres prepared by me or under my direct supervision and that I am a duly lit sed LANDSCAPE AECHrrECf under the lawn of the Sate of MfoneoDW Chad li Feigum Dalt 09/05/08 Lim No. 46508 W Westwood Professional Services. Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-9373150 1111eshvood www.westwoodps corn Issues and Recisions: 09MM PER CITY COMMENTS PHASE TWO LANDSCAPE PLAN Cammissaa No. 75372-07230 Drawn by CEF Checked by CEF SHEET 20061094.01PLP01.dwg PLANT SCHEDULE CODE QTY COMMON/BOTANICAL NAME SIZE NOTES TBDOVERSTORY — CAL. IN. — SUM * Sugar Maple / Acer saccharum 2.5" BB ABM — Autumn Blaze Maple / Acer freemanii 'Jeffersred' 2.5" BB REO — Red Oak / Quercus rubra 2.5" BB WHO — * White Oak / Quercus alba 2.5" BB BUO — * Bur Oak / Quercus macrocarpa 2.5" BB GSL — Greenspire Linden / Tilia cordata 'Greenspire' 2.5" BB PRE — Princeton Elm / Ulmus americana 'Princeton' 2.5" BB TBDORNAMENTAL — CAL. IN. — THT Thornless Hawthorn / Crataegus crus—galli inermis 1.5" BB FVB — Fox Valley Birch / Betula nigra 'Little King' 1.5" BB SSC — Spring Snow Crabapple / Malus 'Spring Snow' 1.5" BB PRC — Prairie Rose Crabapple / Malus 'Prairie Rose' 1.5" BB TBD CONIFEROUS — CAL. IN. CBS — * Colorado Blue Spruce / Picea pungens 7' HT., BB BHS — Black Hills Spruce / Picea glauca densata 7' HT., BB WHP — * White Pine / Pinus nigra 7' HT., BB TBD SHRUBS TEA — Techny Arbovitae / Thuja occidentalis 'Techny 6' HT., BB 48" O.C. MAJ — Money Juniper Juniperus chinensis Maneyi 24" HT., #5 CONT. 36" O.C. MJJ — Mint Julep Juniper / Juniperus chinensis 'Monlep' 36" SPRD., #5 CONT.36" O.C. SCJ — Scandia Juniper / Juniperus sabina 'Scandia' 24" SPRD., #5 CONT.36" O.C. ALC — Alpine Currant / Ribes alpinum 24" HT., #2 CONT. 30" O.C. DBH — Dwarf Bush Honeysuckle / Diervilla lonicero 24" HT., #5 CONT. 30" O.C. DKL — Dwarf Korean Lilac / Syringa meyeri 'Palibin' 36" HT., #5 CONT. 36" O.C. COL — Common Purple Lilac / Syringa vulgaris 36" HT., #5 CONT. 48" O.C. ABH — Annabelle Hydrangea / Hydrangea arborescens 'Annabelle" 36" HT., #5 CONT. 36" O.C. CAD — Cardinal Dogwood / Cornus sericea 'Cardinal' 36" HT., #5 CONT. 36" O.C. CAV — Compact American Viburnum /Viburnum trilobum 'Bailey Compact' 36" HT., #5 CONT. 36" O.C. SMS — Snowmound Spirea / Spiraea nipponica 'Snowmound' 24" HT., #5 CONT. 36" O.C. NFS — Neon Flash Spirea / Spiraea japonica 'Neon Flash' 24" HT., #2 CONT. 30" O.C. \, .,, •.'i v j \ '.. -- ..' t - W/ LUNu. rAvGML gr_.. ........ .! ,.x.. . 1 T t894 -9 928 _ \ 19 -9p 66 2: a d'o ... :PHASE ONE BUILDING LOT 1 �, 8>6 9N \ 1. �. '. .0 1 ., •: •.., 0' _, 120ft x.._2.00ft ,< ,....� .. ,9 N � s p } 24,000 sf/flr... �' . �,D.. m -, KID" ...g 2- - .. N x a) 1 x 3 FLRS a lK' • BL®C 6 72,00 _ —,� r - � —_ s• ` 4 +1 ff TORY JNK) 8s — 89 88,0 ASE ONE. TOTAL,91. , .D w ,, ,, `•.. ''. I: 0. , ... 882 � 0 r N t FFE 8:94,3 CU CD �, _,_8 ', •— �+. I i0 .0 `. '. `• '•, �`�, : iia �.o � � qf� , � , mCO 1 ; RETAINING WALL I c :r •. r.. i s :s8 OUT 96..., 906:.. i �0 986' '':v ♦ "� �� 884 CD 9yID O +. i. .. n i '1 a ,..886 t '',. :' � ,..:\ 8 894 r 84.., 9 + - 8 ,;, 1. - ''...� 1 i ••,r• _...._. .._ f T J► 0 8. 6 ) o (p am m: n n; 872. .. i o Em 0, �% 876. _ 8 ,^ 76 STORM `WATER_P.OND..... », = 870 - CD ti >� m m / / L - 66 1 / \ w OID D - -"- WL 870 5 . N i :k•: _ , '' _ _ _ _ rn a� sly rn .�89 /'� _ — 86886 .... ......... o _ _ _8 . — — _� ....870...... .....886..., : I _ 8> MNDOT a _ aha , 6 : 8) >6......70 _...g _ - __ ., ..._ '860- 1 ROW LINE—(�YP. &, 869 N O ' P, ` in 880 868 . 3 �ti Q1 f 900 8q 4. . PROJECT 888 .... ry aq2 8996 SIGN UMENT '. 894.. SAIL BITUMINOUS EXISTING PROPOSED ( 19 PROPERTY LINE TYP.) 1 89 ;::. POV�EFtS BLVD. 8 co 6 W OD 0) f— o _ ........ .. ...... �® .__ _. .``l _ .... _ .. .......... _ ......... — _ — - - — — — — — — — .. — — 'f \ , C2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 — — 0' 50' 100 150' NOT FOR CONSTRUCTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 NIT ED P R 0 PERTI Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 I bereby oertify that tMs plan was prepared by me m under my direct eupervtslon and that I Inn a duly licensed LANo6CAPH ARCHrn P under the laws of the State of Minnesota. Chad H Fe*= Daft 09/05/08 Lleense No. 46508 W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5622 TOLL FREE l4M8-937-5150 Westwood www.westwoodps.00rn Issues and Mans: (1) 05M PFR CITU COMM FNI S PHASE ONE LANDSCAPE PLAN l W1 L2 20061094.01 PLP02.dwg Commission No. 75372-07230 Drawn by CEF Checked by CEF l W1 L2 20061094.01 PLP02.dwg 7 .7 "81. 1 9 .0 .3 .7 i1 9 .72. 202.1 .312. 2.72.E .e12, 43.02.9 3 2J4 .4 a 2.52.63.13.844.149.3 9.5 4.714.53. 3 21 2,93.73.13.33.0 2.93.444.18.18.8 66,1146.346,546.28. 44. - 3.6v49.8 4.644.23.5374 8.446.4 .4 7.9� 47.4+ 6.5 .4 _,19.48.78.8 t�4.59.8 .4 6.44A 11.4 92 :748.647.76.2 116.347.847.946 8. .446.147.1 8.385.9-9. 5 ,8, 8.88.0 6.7441 '4,8.710.39.647.645. .38.86.8 8.29 ..19.08.54.9 .1 10.A.D6.7+S. a.11.76.78.29: 9.0 8.4 1, 10.810.08.006. %.68. 41.0 8.08. .1 .28.847.846 IU�B1I.e 8.747.:1 fi.Q 4 4 347.147. 8 _l!3_. 41 �3 8.38.047.18.94. 6.2 6.9 6.0 8 5-97-6.246.06.847.247. 1 16\86.7;6.045. 03: I'1 8.08.08.0;4 9.8 .43.745. .35:29.89.13 I 43.819.53.9 .93. .3 .5 3.944.449.243. .8-'3,7 3.63.42.9 03.543.4 .343 .23.33.53.543.3 613,03.03.l 1 t2 42.7 +3.3 2A 13.23.43.4 03.13.23.0 +i:32.53.32. . .23.33.53.73. 3.73.9"4.03-:d .B 93.73.2 .43.53.8 4.9 9. .1 %.2 8.3 45.O +4, 33.749.344.1 8 .543_8 9.46.346.2 6.7 6.816.946.3 . 1 9,: 9 49 .7 8 . 4 .2 - 14-5 1.3 46.9 47 . 4 .0 11 8.348 .1 47.3 %,2 p7 45..9 6,046.@ .0 .247.38.28.99. 19.1 t.9 8.2 3.8 1 47.7 8.4 4]. 46,3 T6. 47,9 8.8 9,4 8. 8.8 8.8 8.7 1.8 1; 10.110.48.846.7 .4,347.548.89_2 . 68.69.047746.0 A - j1 11 540.79.8 47.8 46.0 .2 46.1 47.3 8.3 9_0_14. $, .8 8.7 471 6,2 4.4 �j I 10. 69. 046.9 45.546,34],28.38.9 ,'1'.7 8.947.!06.7491.2 _ RRR s8.54.84fi,�8 8.l 8A 16.3 47 .2 -111.247.847.346.103.6 .96.08.944 1 4 144.43.18.946.646.846.5 6.38.98.03.92.19 I' 3.845:1 9.549.23.43.03.33.749.949.949.949.749.549.23.83,0 I4.�.13,63.53.22.962.5 .73. 3.33.1 °02. 2.72.6 .2�"{ ❑ d �� ;s�Z 8 .1 .22. 2 0 � ---r PHOTOMETRIC PLAN - TOP OF PARKING RAMP SCALE: 1" = 40' Luminaire Location Summary LumNo Label Z Orient 1 3 30 270 2 B 30 270 3 B 30 270 4 B 30 270 5 B 30 270 6 A2 30 5 7 WM 18 180 8 B 30 5 9 WM 18 180 10 WM 18 180 11 A2 30 5 12 B 30 5 13 B 30 90 14 A2 30 90 15 A2 30 90 16 A2 3C 90 17 A2 30 90 18 A2 30 95 19 B 30 90 20 B 30 90 21 B 30 90 22 B 30 90 23 B 30 352.473 + + \ + + + + + + + + + + + + + + -..+ + + + + + + + + + +�. + + + + + + + + + + + + + + +0. +0. + + 0.0 0�0� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1' 0.1 0.2 0.2 6-: 3- 0.6 0.6 0.4 0.4 0.4 0.5 0.7 0.7 0.4 0`'3 0.3 0.9 0.9 0.3 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.4 0.4 0.3 + + + + + +0 +0 +0 + + + + + + + + + + + + + 11 + + +0 +0 \ + 10 + + + + +0. + + + + +0 +0 '1 + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. -I=-;_ 0.2 0.3 0.8 1.3 2.1 2.2 1.4 1.0 1.0 1.7 2:6 2.6 1.6 10 0.7 0. 0.9 0.9 0.6 0.5� 0.5 0.5 0.b 0.7 0.4 0.3 0.9 0.5 0.6 1.0 1.2 0.7 - 2 I{ 1 + + +'1 + _ -- I ❑ I I I I + + + + + + + + + + + + + + + !r + + + + + + + + + + + + + + + + 0.0 0.0 0.` 0.0 I I I 1 0.4 0.8 1.9 3.3 5.8 5.9 3.4 2.4 2.6 3.7 6.4 6.4 3. 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Min 010 GROUND WIRE TO LIGHT FIXTURE Max/Min GROUND LUG INSIDE POLE LIGHT POLE OPPOSITE HANDHOLE 2.4 PROVIDE BUSHINGS 4.13 ON CONDUITS 5.42 BASE PLaTE COVER 1.3 1' FORMED CHAMFER #6 BARE COPPER (HAND TROWEL EDGE NOT ACCEPTED) GROUND WIRE IN ANCHOR BOLTS (4 REDID) 1/2' PVC CONDUIT TH TWO 3 WM SINGLE SQUARE NWITH 0.750 Techlight #VBMAJ3BX2-40OW-MH-TYP3 - Wall Mtd at 18' Revision: Date: PARKING LOT. y B 9/04/2008 SEAMLESS SONOTUBE TYPE FORM FOR CONCRETE BASE.(REMOVE SONOTUBE GRADE LEVEL AFTER CONCRETE SETS, RUBFINIsH, NO PAINT) CADWELD OR-< #3 TIES 016' O.C. DOUBLE LUG o z -F4 REINF. (4 REWD) CONNECTION N_U y, 3 SPACE EVENLY X LU 2 :---CONDUITS (PVC) SCH 40 WITH COPPER CLAD3.CLE� OQ LONG SWEEP ELBOWS GROUND ROD 24' Z LI w P ALL RESTEEL GRADE 60, ASTM A615 Wo Q DIMENSION SCHEDULE 2 4X TBD m = Z Y-3'-0' 2-2'-0• CONCRETE SHALL BE 4,000 PSI 0 28 DAYS WITH 6% AIR ENTRAINMENT TYPICAL LIGHT POLE BASE DETAIL Contract M NTS SITE LIGHTING PHOTOMETRIC PLAN SCALE: 1" = 40' ISOMETRIC VIEW Calculation Summary Label Avg Max Min Avg/Min Max/Min General Parking 5.74 9.9 2.4 2.39 4.13 Top of Parking Ramp 5.42 10.8 1.3 4.17 8.31 Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description Metal Halide 7 A2 BACK -BACK 110000 0.750 Techlight #VBLADIBX2-1000W-MH-TYP5 - Pole #RTP27 Lamp Orientation: Vertical 13 B SINGLE 110000 0.750 Techlight #VBLAJIBX2-1000W-MH-TYP3 - Pole #RTP27 ® 3 WM SINGLE 36000 0.750 Techlight #VBMAJ3BX2-40OW-MH-TYP3 - Wall Mtd at 18' General Notes A. Perimeter, type III, fixture optics are to be directed into the site. For Additional Lighting Information and Pricing Contact: On -Site Lighting & Survey, LLC PH: 763-684-1548 Project No. 7080626 Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions utilizing current industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Acutal performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps And other variable field conditions. 0) SITE LIGHTING SCOPE NOTES Fixture Manufacturer: Techlight Fixture Side Skirts: None Lamp Type: Metal Halide Pole Material: Steel Lamp Wattage: 1000W Mounting Height: 27' Pole + T Base Lamp Orientation: Vertical Concrete Base: 3' High & 24" Dia. Fixture Type: Shoe Box m n L For Additional Lighting Information and Pricing Contact: On -Site Lighting & Survey, LLC PH: 763-684-1548 Project No. 7080626 Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions utilizing current industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Acutal performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps And other variable field conditions. 0) DO ._ U o N N J GO (O CO �zLL /�� ^1 v/ W Z to o tJ „ft KJ N � Co m n L a O Revision: Date: A 7/31/2008 B 9/04/2008 N_U LU 2 O Z OQ n n Z LI w P Wo Q � =L LI Z Z Q m = Z L U a Project #: 7080626 Contract M Issue Date: 6/26/2008 Scale: AS NOTED Drawn/Checked: SAS/SAZ Sheet #: Rev. # SL1 B ®2008 Westwood Professional Services, Inc. Concept Sanitary Sewer Plan x 0' 100' 200' 300' 07/03/08 Prepared by: Westwood Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5622 TOLL FREE 1-86&937-5150 www.westwoodps.com NOT FOR CONSTRUCTION Vatigr ` 87.4.00= g x9 rM ELEV so. 00 20061094SKCO2.DWG J F `I n RETAINING WALL - SEE CIVIL 120ft x 200ft 24,000 sf/fir X 3 FLRS 72,000 sf (Ph. 2) +88,000 sf (Ph. 1) 160,000 sf TOTAL ._---- -- PRIMARY BLUFF )/ \ /CREEK OVERLAY LINE J 1. 1 =°�'6tl .. -- BERM ALONG-PeWERS IILVD. SEE CIVIL BUILQINGSETBACff' RECONVEYANCE OF MN DOT R.O.W. TO OWNER PRIOR'C NGRf SET13 TO SITE CONSTRUCTION z4,uuu Sum X 3 FLRS 72,000 sf +16,000 sf (2 STORY LINK) 88,000 sf PHASE ONE TOTAL y vi Cn W U QI SIGN # 2. y feet £'tlu I feet 192 feet PROPOSED ZONING DISTRICT: OFFICE & INSTITUTIONAL (01) feet 77 feet Q � 23 feet � � REQUIRED I BUILDING SETBACKS feet* 25 feet FRONT 35 feet POST SIGN # 6/A4 104 feet (Garage) SIDE 15 feet CITY TRAIL MONUMENT SIC SEE 5/A3.1 _�- R POWESBL OVERALL SITE PLAN - PHASE TWO 1"=50' 0 25 50 100 611 1"7000mommommommommoml ERS BLVD• POW OVERALL SITE PLAN - PHASE ONE 1"=50' - F MIZM 1 V VIIYI\CR I PRIOR TO SITE CONSTRUCTION 0 25' 50' 100' NORTH PHASE TWO SITE DATA feet 212 feet EXISTING ZONING DISTRICT: AGRICULTURAL ESTATE (A-2) feet 192 feet PROPOSED ZONING DISTRICT: OFFICE & INSTITUTIONAL (01) feet 77 feet PROPOSED USE: MEDICAL OFFICE/CLINIC feet 23 feet ZONING REQUIREMENTS REQUIRED PROVIDED BUILDING SETBACKS feet* 25 feet FRONT 35 feet 155 feet (Garage) REAR 30 feet 104 feet (Garage) SIDE 15 feet 17 feet (Garage) PARKING SETBACKS (2.53 ACRES) FRONT 10 feet* 23 feet REAR 50 feet 46 feet SIDE 25 feet* 25 feet *Berm provided along Powers Blvd 43% SITE AREA 36% BUILDING SITE 449,104 S.F. (10.31 ACRES) STORM POND SITE 110,207 S.F. (2.53 ACRES) PROPOSED BUILDING AREA 160,000 S.F. PROPOSED BUILDING HEIGHT 3 STORIES, 47'-6" PROPOSED PARKING GARAGE AREA 174,600 S.F. PROPOSED PARKING GARAGE HEIGHT 3 LEVELS, 38'-0" SITE, BUILDING COVERAGE (113,818sf) 25% SITE, IMPERVIOUS SURFACE (264,634sf) 59% SITE, PARKING LOT COVERAGE (150,816sf) 34% REQUIRED PARKING SPACES MEDICAL CLINIC (6.67 SPACES PER 1,000 S.F.) BUILDING AREA 160,000 S.F. COMMON AREA — 19.200 S.F. TOTAL AREA FOR PARKING 140,800 S.F. PARKING CALCULATION 6.67 x 140.80 = 940 TOTAL SPACES REQUIRED 940 SPACES PROVIDED 761 PROOF OF PARKING 288 TOTAL SPACES PROVIDED 1,049 ACCESSIBLE PARKING SPACES STANDARD 17 17 VAN 4 4 PHASE ONE SITE DATA EXISTING ZONING DISTRICT: AGRICULTURAL ESTATE (A-2) PROPOSED ZONING DISTRICT: OFFICE & INSTITUTIONAL (01) PROPOSED USE: MEDICAL OFFICE/CLINIC ZONING REQUIREMENTS REQUIRED PROVIDED BUILDING SETBACKS FRONT REAR SIDE PARKING SETBACKS FRONT REAR SIDE *Berm provided along Powers Blvd SITE AREA BUILDING SITE STORM POND SITE PROPOSED BUILDING AREA PROPOSED BUILDING HEIGHT SITE, BUILDING COVERAGE (31,620sf) SITE, IMPERVIOUS SURFACE (194,154sf) SITE, PARKING LOT COVERAGE (162,534sf) REQUIRED PARKING SPACES MEDICAL CLINIC (6.67 SPACES PER 1,000 S.F.) BUILDING AREA 88,000 S.F. COMMON AREA 13.200 S.F. TOTAL AREA FOR PARKING 74,800 S.F. PARKING CALCULATION 6.67 x 74.80 = 499 TOTAL SPACES REQUIRED SPACES PROVIDED PROOF OF PARKING TOTAL SPACES PROVIDED ACCESSIBLE PARKING SPACES STANDARD VAN 35 feet 212 feet 30 feet 192 feet 15 feet 77 feet 50 feet 23 feet 50 feet 46 feet 10 feet* 25 feet 449,104 S.F. (10.31 ACRES) 110,207 S.F. (2.53 ACRES) 88,000 S.F. 3 STORIES, 47'-6" 7% 43% 36% 499 413 107 520 11 11 2 2 POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 UNITED PROPERTIES City Submittal Set 9-19-08 OVERALL PHASE ONE AND PHASE TWO SITE PLANS Issues and Revisions: City Submittal Set 07-03-08 City Re -Submittal Set 09-19-08 I hereby certify that this plon,specificafion,or report was prepared by me or under my direct supervision and that 1 on a duly Licensed Architect under the laws a State o1 Minnesota. don R. Pope Date 09/19/08 Lic. No. 13041 Calnnission No. 75372-07230 Drawn by AW Checked by DM SHEET A2 L I F — 5UILDIW1— BUILDIWI — — — — I I 1 RETAINING WALL_..... -SEE CIVIL �.` \ ' ADI NLO --- fh.> Lo SH LOSURE" BUILD LAYOUT RA ' k$ RIALS 70 POINT SCREEN WALL —I ATCH 5UILDING3 z I h „ 4 SURGE Y PATIENT s I I PICK-; I I I U AREA 306'_0. _ •, i._T �� , 4— n a — GEN a a N w U a N r Q t' It I `ROOF BELOW ROOF TOP UNIT SCREEN RTu RTU PHASE ONE BUILDING • BUILDING AREA: 88,000 SF •'B' OCCUPANCY • TYPE OF CONST: II—B • AUTOMATIC SPRINKLER SYSTEM PROVIDED IIS N -26V CURB CUT - PER CITY STDS Q y 1co e m PORTE cp ✓ r _ COGHERE 1 1 I 234'-0' 26,_m g_O' 81 0 I I I I I I I I I I I I I r r 1y 9 e• POWERS BLVD. SITE PLAN - PHASE ONE 1"=30' '1 1 t '1 t /r CITY LIFT STATION 0 25' 50' 100' NORTH POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55106-5118 PH. (651) 642-9200 FAX (651) 642-1101 �C ___.. .... ...... UNITED PROPERTIES City Submittal Set 9-19-08 ENLARGED SITE PLAN PHASE ONE Issues and Revisions: City Submittal Set 07-03-08 City Re -Submittal Set 09-19-08 I hereby certify that this plon,specitication,or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Architect under the laws d helState of Minnesota. Jon R. Pope Date 09/19/08 Lic. No. 13041 Commission No. 75372-07230 Drawn by AW Checked by DM SHEET A 3 L I " I ,"� , .............. I . .... ... S "% - - .. I ..... .... Irs -/ > "I.-, "" `1\ s', ��M I I -1-11--.... .. . ...... . ...... .... I ft, '-- ... I .......... --.- -....".1 ...... --- -4 \, ', � ! 11 I.. ....... -'-, 1, "'I. -I Nl� 1 .. . ......... ; I I � -11---�11, -,,I, \ ,aI � -,,, 08 (��,,,-., , , " -1 1' I TREE INVENTORY , , '111, ,-,� ",.,� ..... .... ,.— ...... --/ ..... ...... -1-1,� ...... � .. . ........... . — . .... .. . ...... . 1'. " ** — i �, ", I .... I—, 'ks,, —,— �� I �, � , , �. —, " 11 6\\ . ... ... � ,,11 I ." .... �) � I , I " - tr t 11 + \.-,,�", s, "� \1 -,, �� •'s . Sal : — - 21& JIM I 1, 11--�111 '_1 *11 ... / .---', -1-1 -- I", � � ,,� � � " : I I . \ , I \ \ i, �- � I . . . ..... -111111-11111 -111— 11 --11 � - . . ......... li NO. DIA :TYPE FT. NO. IsT NO. DIA VIE! � - - -, , I 1, � I 11 ,...--'-,.,.,- � �� .. � � . 1, : .., 1, . ', \ ,-,,, .. � � � I � I I � I I � ',I I 1 8573 24" Bur Oak 8664 23" Bur Oak 8756 I's Bur Oak � --, , , -- � ,� - - , - - , - -- ,� ... � `-"- : - , , * k:, � I --.-, '. ... - , �, ", ,�, " "...-I , " , a, _ " . ..... I ..... ...-- I. -l- . ....... I 1.1", I . , ,I I . I ., "," I �'.- � "', I I -1" Ill i � I I .. .. , , . I % , � I 1, � . � q 1, 8574 26" Bur Oak 8665 Bar Oak ,47r7 Bur Oak " , .. ... . , 11. - - 1. .1. , , ,"... / � " � , i � I s\,,,: ', , '. I 1. . , .. , "'. "�::... - - ... S / , / , 11. �, -',,,, � , < '. " "'. j � % . I : 11 � 1. /I " I'll "I - , I . , . . � I I � '. : I,", s I I . 8666 I'll Bur Oak SP18 20 Bur Oak '.. -\ '- -, , 11 i i . � , . l ( 8575 28, Bur Oak , . . -.��, . .-- "' -, �, .� .... 0 S , , i f j s, �E, , ,\ 11 , , 1-1. ., , , .1 \ I � ** � � Q� I It I I N � / � -'� ... \ - ---- - , I , I l I , l " .... \ \, """, \1 \,`,, � , � , \ . . I �/ � � 'r, 7 F. I . �, . , � ,. . -. I " I k I I � � � . .. I,.,. �. . � I . 21' BdrOak 8667 I'll .. , / I I . . �1, \ - I :� , . 8576 Ironwood 971" 21" Bur Oak " , . ..... . . �� --- - - / , I 'l l' ,I I I\."", ` "I E. L%`-, - , � , : : , . ., -,", ", � I-- � � 1, I � , " % � I I I . � .1 I . . I 0 I , . I I ,. 97b() 2V Bur Oak � I I . i . I ; 8577 12" Bur Oak 8658 29" Bur Oak 1\1 " 1� 7s,� , \ ** 'e� 0 - � i I I : . , I I 11, , , .. I -1, "", ,,, % ........ . ........ . � � ... .... . ...... .. I I / l / "I, a� , .1, 1\1. s' I \ I , . 11 I \1 "., X, 'I, 1, � I � -- . . 1, . ...., . , . BLUFF CREEK OVER " . . : : � 11 8578 Bur On k 8669 5 ... r Maple 8761 Bur Oak - "I N , ( ! '. - 11. .., , . , \ � I \ % , I 1 281, lia 11. ,,, I - ' � . .. .. . � . , ",. - 1, , IN \ 1. - . t, � I s: % I I "Ill , - - � - ' --' � � , a,", - . . , "\ LAY � � '�g ci I %�: N �- `rllla� -- � - ... � ..... sl . I ,� ... ) •� ", ; , 11 � , - \ , "♦, , i � I L. - � :� �. 1, z I I � 101, , , ". " , \ � � ., \. 11 . � 8579 2V Bal 8670 13" Eastern Red Cedar 971,2 Eastern Red Cedar . , , , , , , �" LINE AS PROVIDED BY i -, � t i � . ,.. �\ � I " ..1- . 1". ", , ", ,, ."', % �,--,, a, " ",,, , . � l . "-. , \'1.1 ,�`-"� I -11,1' I 4l I . . � , l I' I IN I I �, � ,". , +* � �� I , ., 1�,, -1 . � . ; 1 11 ". , , : % . I I I : I � � " i : s I .... � ... 1,, 1, , I , , , I , 1. ., , I % : : , I . . � I . I Ssgo I'll Bur Oak 8671 1'.. American Elm 8763 215" Bur Oak \t,..",,,,^.,.. 1-1-1 - I : / ,,, 1. � � , ,., " . �A I : . . , I - , I I , I I I � � � I I .. ' • , � , - , I" 1% %, " , ,� , \ \" � l . , .. ! " - N . \ " . CITY OF CHANHASSEN . � Ull -,.,-\ ; � � : % � !� : ,.:..,.u, -.1 --- \ 11 I I 11 / !" . 1, 1% ., ,", .� � ; � � ........-- -', , � � . , , Is' "I . ; , �, tilel , , , . �-1 . ". � , s ,.. , .. % " 11 �, I , � ,. . .. : : I W � I I . �, I I 8181 21' Bur Oak I I ..'' , 1. i I l , %, ". . I I I I i . , (n � ) � ,, �% � ,, ,,: ,,, \ \ 8672 16 Eastern Red Cedar 8764 12' Eastern Red Cedar I � � , , . . I 1, � % I : 8582 Fastern Red Cedar 8673 31XI Ironwood 8765 11.1 Red Oak - %< L, I . . 7- \� s � % ., I. 11 ".. , , �� - % - I I , � , ...... - - 1- i "lip � �, � � . : 11 %, I . \, P) �. '. I. I I l " . �� , , I � . P, � i, Ed- s A i I r \ E � . I I I I % I , I I I I . .. � I I '.1 \ :: . - I � �� I I I �- - %.. � " .., . , '. '.. " � WEBSITE. r . . "s 4 . )� I ii. - - , I � I I . , - ... � .. .. , , , " - Red Oak r,,, . k 11 14. 1, 1; � 2� �' , �, , � 1, " . , � '. "", " . " � I , , �,%�, , *** ** I . `aP � 1 81,93 20 Bur Oak 8674 21 Bur Oak 8766 � -�* I , , " - ,� ,\,\. , �, \ , � , , ,. , I I I � '. % _,�, � , ,. . , - 'a , � � , 1. 11.1 % - . I - � I , , . I ; I \ , � . , � I I n� \1 s . % � % 9584 if, But Oak 8675 BOX" Harkberry 8767 Angrier. Elm . - ... � / � . f �l , . � I . .. � / ? i � .; ; I/ 0 1 % � I . I \ � I % \ � � : , i , , , , / I" '- S I� s I . 1, % , e . � � 1 . � s'°, , : ,� " � . � . � � . . ; I . ", I I ; . I , .� % % .. " - I \ � 11 le. I .... 1, I ��% ., � � �, I I , Slippery Elm 8768 RiddlOak %, I 1 �. , ,.- I - . 1. � I , I � ,� � I . . % I ) E ... 1%, 8585 21- 8.,O.k 867G "I I 10.1 I ..... 1. ... I . . '. .� , . I . . I � " , ** � � . . .. � I . I . � I I , 8586 7" Eastern Red Cedar 8677 10 Sugar Maple 8769.....:31 Bur Oak I . I . \ I 1. . , � . I I , %, � ',-a , , : � � 1, E ., %. .,. " � I I : : t., , %. .. t ,go ,,, 1� % :� f , I i � : ; 11 •. � . 11, 11, I I I , I.,. I I .- I � 7 , *� : � � I % : . % : 101, I : " '. . 1. � � . , I", I % 1, �, %- ., . ... 11 � � I I .. I " � I �, 17l �, � � " � I . , � .% % ....... 1.11 - 1. %� " ,:� % I.. �, -�� \, , , 11 4l � " p / � . I � � ? ; � I %, I 1 8587 15 Bur Oak 8678 American Elm 8770 26 'r Bur Oak 11 " % � . '.. � .. � i � %, ? I I . . " 11 I � I .1. I ' : I ,, .. I.. I 4t : � . I I . . ,, ., I �, �- I I .. ., . . I I I � � I � . ,,, I 1, ., 10, I I % I \ I I -1 I - I .. % I � l : I ! : : i I , 8588 1. Eastern Red Cedar 8679 16" Red Oak 8771 American Elm , , I . ; I . I I . % i . � " 00, " � ., %,, . I "-�-, - \ % � * . � � 1.� . � . . , 11� 11. I . , � I � " � , : %, r - 4-.1.. � I I I : I I PRIMARY BLUFF CREEK " - �' \' " - 4 s ; : I % I ..... I � I I . 1 I I L. - '.. I I 1. � . . i I I . % ; % , � 8589 13" 'Bur 8680 Bur Oak 8772 Bu Oak . .., . "`� -I,- .. , I . I . . : � I I . I . � . a '.. I . - I I � \ . : . S1 1, , e . .. , . . %OYERLAY % . � I 1% I . ,.% � 11.1 ., ..... 0 �. I . % I � i I . . ... . : , : . . .. � � � . ". ' " , 1, IT", 1,♦ �� , % � ., , . I %% , ,, 1 ,/ � s �i -� L ; , 11 .. . 'A5'FIELD % , .% , , % 1. , 000, Will \ " , * , , % % � �% % � % . 41# , so , I . '. , * "I" l l;�,. I . � � I � I ill, " , I LINE 1. , I �. I 1% , I , , k . 8590 37" BurOak 8681 SlippervElet 8773 Hackberry 1, I : I . . I ; 1, . --- ........ -, t ;� ......... � ... I ... - -.1 ... %-.. I � I 1, 23a Bur Oak 8682 21X' AnnericarrElm 8774 13' Eastern Red Cedar ....... *40 11� � ., , ,, I . I .% � , .. % I . % �. .as, I - .... I-- I I . . s � I I : � " .,. ., i � an I . s. � �, 1. --- I 11 � � . . . . 1, I I ., 1. 1, " "N' 11 \ -1- � I %, 1\ %, --.- "♦ I � % , % cl s, � � � . , " . , , �, , -. \ , "S I I I � S ' I � I ., . � I , .11. , I '..", , .11 . I .. 1 8591 1 \, \ I %, � � : TRUTHED,BY 'TERRANCE . , % 0 - % � 1- 11. , w I 1, - " . . I � ` I I . 1, 0 a, , "I - 11.1.1 I -... I % �. I � I " �,-, 11 � I s �'�-1§8 2 6' , % � %, . ,. 1. 1� I I , ,; --. . 1, % . " , � � * � . , 311. , '. I . -1-111", l E , , %1, : . 0, I � % - : � . I � I �: I - .... ., . .. s I . 1 8592 21" Bur Oak 8683 23X American Elm - - 8775 Bur OP k - � -0 .. i . � ,,� -,� ki :? .. I s . ...... s, . 11 ,� � � , � , - % , I I . --- ., s % .. 11 - I c 1� �, - - . I � � � 10. 11 I I.- a I , , , . I s I % � -.1. I . , � . 89qB 11 Bur Oak 8684 Red Runway Pipe 8776 24" Bur Oak . Is' \ 1. \ k%�-813 2 7 �'. .. , ", 1% % � I .% . .%.. JEFFERY AND RYAN - I i. : I , il % ,. " I - I .1.,%-, I 1. 1. '�< - I - - .. ... i f p 1. i, . , % , � . � 1. 11, . � � I \ .. � ....... 11 .1 . 1 I I I --.11. .. .1 ,I� ", 1. ", 1, I . I : I e . . I " "', 06 " . , . '' . \ � � k I � , . ..... - : I . � \ E, \ % 10.1 - ', 11 \ �� E " , . I ' ' 1�"B�7, I , , , I/ �/kv , l. I - � - ., 1%% \ I , I . '� � '� %� ' I , " �� , I 1% , E; , I %, , IS � ", , %, , % \ ��.- ...... � . . I.. I - 11, 11 1, . , . , ,. %11-1- . �'\ . . . . � " � � 8594 23" Bar Oak 8685 C.ffa,..d 8779 2T' Bur Oak .., , I I -1 I" I I , . % 11 1, . . , - , ., . ., . - ; �: I.- J , , -) .1 -- - 1. I . . . �.% . . . � , I ,- 1, 1% 1 Brines 21- Bur Oak k 8686 ill Green a ad Wh I as Ash 8780 311, Bur Oak , 1, I I � . , %� I . �, , , : ; I j . .11 � - . . 35- B. - . N�I,1882 , I I I 1. '% \ , . ,�, , , / I I-, 1. : %, I I � , , - -, , "". , , I , I , � , 19 &6L � �. , , .� . � - ... I � ,. 1k I �, .. 1. , 06/10/08 �, 1, , ,_ ". 1- -,<- % � 'I .- .. .... . . \ 6" I . ? , 1, � I �' � :..,..., -, \ 111.1 4 �, % , , . 1. � do.. %, . I . . �� * .. '.."ll ; � " �, :, , . 1, 1, Is % % . . . . . � , I I `," 1� ", , ".; . I I I . I �z I . 1I.- I .... ;- , 10.1 , \ \ to ,-,, ?. % % . I I '. /OFFSET I � 1� I . - , \ 1. ,� .. . I I . - I � .... I -, -, , , '-". , , � I I 1. % .. , I . ... * / I , ... 1, , , 959h ,Oak 8687 12' Harkberry � 8781 Siberian Elm I 11, '. I . . I � %(O op, I \1 I I , I I 1% I . �� I - 'f- , ..1. , s . I ,,, \1 "' ", I 1, 1, , � . . ,•% "I SEC I , k I , � ".." I I . . I " /-� I ..... - .... . .............. � , , . �.. . I I I . I I I I %� 1, 1. . 8782 14 Eastern Rod Cedar \ 1. I % 1, 1. .. , , 1,� i � I I I � ill � %, I . I . . I - , !., 1 4� . ,� .1 % i � . , 8597 20' Buroak 8688 Backirlder I � , . i I . I I . .,. . I / I I I - ,� .... - --- ...... l - I . .: . .. . - , . ,. , 1, � - " 1% 'I, \ ,_,�� 'I""", , , 11 I , I :, � % , % , ONDARY LINE. \ : I , " I ,, , "I ", I % , . � I I .... . . . I - 4 - � � I . i, . I - -1: ... I-- ... ... — - �. I I ,. -.. . - ." I,,.•.,..... , " I 11 I", � 11 ""D . �:,. 0 - , �681 g. % . �% I � % � . . , 1, I � 1. .1 I I � I .... I ..... - --.- / : .., ; .. ..... ,.� - '".. � �:, i: . � I 'sz, - I �., . 1 8598 13. B., Oak 8689 it, Bur Old k 8783 12 S, be,, a P El up \ I I I , 11� � . � I . , �, ; "I", ,. , �'* ., I : .1,,`1 .1 I - ,♦ I � �820 %.% . 0 . 1% %, ,� I - I 1. .. I..., ..., � �', - .1 ." . 5 \, ..� I 1. , , . , I to 1�0 �s % , . . %� \ I . "', I 1, ., 1. . I : s il -, , . i �, sri9q 18- Burial, 8690 23" BPrOak 8784 17 Eastern Red Cedar , � � � 1z % " �, %_ . . . I 1� � I " . ., * I � � . , , . 1. 1. I �., I I'% I � � I I .11 -'--.1.1. I - : � I . � �� f I ....... ........... ........ I .... 1, "I 1. -� se I 1, � I" I 1,% s 0 . ,� %. � % -. , .1, . n ,� .., , � . . I I 1. . I - ..... --.- -,/ / ,; � 11 I , 1, � -- I., I �� 1, I \ %, L I 11 . " , - I I 11. .. ", I 11 � 8600 1 7- Bur Oak 8691 25- Bur Oak 878S 17 F,,tarrideadCepar %,. I I I 1. . . . % " . � - . %11- -- ... : s � � . I 11. . I % 1. I . I ., � , � ., 11 ... I.."" ., . .. - .1 ,. a . I I I '. � . � : I \ , \ \ '*' I .. % " , %% � . 1. , , % , I \ , � , . I � , I " ., � . A. -- I s .. ....... ;. . : I - - . ..... ; - . , % % . I \ `19-;�? � � 'I, i � , , � � I I I % . ". I , %% , . �, , . � .., I � - . , \ I s ., . . . 1 18 ll � I � � . � , / 11 I . 1. ... . ... "-- I/ . I ... r, � z � - . .1, .. I \ � I... ". . 1, �, . � . I 1% .. � . I I " I � 1. , � .1 . I 11 C, . I . I I I . . N,tiarp Red Cedar..... '.. " I , , � , � .., , � , , I % . I , I , �. 1, % ` , - "' - , I : - 1. - , % 1. .. ;, 0 ,. 8GDl 15- A ....... an El ... 8692 23" Bur Oak 878G 1 � I % I I , . .1 I , .. I � - .1 .. I.. � ., - -- - I , 1. I \ % ', 11 11 I., . ., %. ,.,. - Q?" I "I I "I 9� I Z, 1 ........ ... - % . % . 1. ,� % - , - ,--- , - , . . - -, : -�, ... I � 101, k,. I I I., 1. \ ; Is 1,� � "I'll / % �. . 11.1 I , % \ , % .. 9 It? I � - ,%� 1. % % I", . I - - : * -� . � e I � , , . . . . - 0 39- Bur Oak 8787 .(astern Red Cedar I I.. . , 1, � ., " I 1. .� I % . . � � . r . - � , " 1, , 9.1 � .I. - I ' A ( , � % .* , .. . , : " I I . 1/" I-1 � -� . - .. � I ., .. %. I 8bD2 Bur Oak 8693 . .1. ,9 , f, I I % : � -,_ I . , k- glzl� I I . - ; .. .1 11, 1, I . . a ., 1. ; I ,," "I ell . �, I.., \'- - . , 696 � "... -11 1�� , �, , .s. . %% ill Eastern Red Cedar I" -�p " , , ��Zli .,Z� 0 ,767 : I � - I'll �'. ., 1, . � � . � � � ....... . ... --, I . %1.1 1, 1, I — : I �..- - I - ... 8603 23' Bur Oak 8694 American Elm 8788 , \ - , , - , , � . : : , � ". "'.., . I-, .... I . .. 1, ,�,! ... �.., Ark, (i \ ,,, '9A . I % F - .., " � � . ; � I., ., � � --- : 1- �� t:-, .1 , � ,.. \ , , - ..... -.111 z >N:; 11 -1 s CP ... 6 -1.1 � --- � ... .. , � " I.. 1, I I '�," '. '% " I I � 1. I l � � . ., mp , 3� , I, \ "I., 's, \ ��. 11 TP , 0 CIS ':��, 'i ' "" �-- , : : ", % I- I ..... 1, , .. I, � , : --, .11, I .. ... - � %.. : I --", , , I... � - I % - - . 11 I I .,.. , , % 1, 8695 32-� Red Oak 8789 14�- 1 Eastern Red Cedar I .. - �, ,., I . .� 1, � � � : � - � � y - � ........ .. .. � . I . , ... '� , "" � , - ... \ 9 , 6' 8826 1 . % . ..... % s, 9.4 ,� "I S 11 -- ---- I ,,, I ` ..... � % - . , . , 77 1, 1� ,. -I � ... --,.- � "I ..... 1, ..� \ 973ii 1P I , , I . I I - 1.1"'.1- � I .... 1- , -1- ......... . / .1 � 1 8604 7" Eastern Red Cedar �. I , , 0 . . � . . . , ... . -,� I ; a White Walnut 28" " , I , v ., . 1. '. ., . . � e � . . 1, 7 I 11 1. I � . I I ..... 7 \ I , , 82 �1111 "I - . , " , 1% 1. -�el - ; � "', � . I . � \ I : I �, I . : - I ... 11 -.-.- ,.- . I - -- ..... .. - ut 8790 . Bur Oak I ., , -, " - --. . � . I j . % . % 's , , I .. � . - I ,-- ...... 860B 7' Eastern Red Cedar 8696 21 . �,.. r - " 1, � . %j "I 3 . , , % *16 . � :., . , , I's � . I . : I .1 I . .. I -, ,. � 8791 1Y Siberian Elm , I 1, 11 � I I . , � , -, , , ....... 11 , , ", \ 9 ,,,, , .. , , , �'%' S765 ' ' � -8 .. / ., ,0766 , , .1 I I v & - ." . e, ,% - , % � 70 I 4z , M .., , . %,, I .1 � , , . , ......... ., . I 1. � i � I . .. . 3�1 I �- ., .. .. 1. - ..... i .... .... . . .. ...... � ..... - ... I �.. . I., % % so , ,,,, I , CP \ 1% - " I I , ,� � 11 � - s' I I.., - -1 , \, I '- 11 % RAOS 19� Bur Oak 8697 12' AS I . \ \ � � I I ., , 11 � , % � I I I CO I , , ��%'il!1760 � -, - ... . .. - "" . 11 . . , \ Ix, \ I � I % \, \� , , ,__** � . 1. .. : - ..... -..---,--% ...... -, - - \ 8609 28- Ran r 0 a k : 8698 Asir- 8792 14' Eastern Red Cedar , I : , O **1 I I " \ % ;��.i;8817 ' � . � I I'll, .. " I ID I I'� - , I -, 11 ..... . - .. � 's ,% '. I i � •, % � I . CO I ,or 11 i ! � : I i".... , � . I 11 -11, ,. � . . . . I � : I ;- � ,-/ , \ Ell - .1.11. ,.a � . 61 " ". 1%.1, � ,, �s �'8824 .:ern,. I I I.f'.* �., .. .. .. . 0. I " , I ', ,%% " , , . , .. , , I � I.. I '... -1-1 . -1.1", � 11 Cedar : ill 8793 14" Eastern Red Cedar , %% ., , \ ; , . . . 0, . ., 1% % : . , .... . --: .... .. I I - �. � ,,,, " 8blO 10 Eastern Red 8699 Ashen ', \ . �,B82 I" , 61 1 : %%%% .......... � 1, . . .: I : . I . . - I , - .1 .......... - ... 1- -11 �; % 0. ., Z., ... \ , \ % I , : .,33761 %. �. f /", ., . I -1 I � , . I � I, , % -, . . . . I.:. .. � 11.1 -.. lo� .1 ., . 0 , 1, \ � _ � % * '. I., �, , �. ( '* % . . , 1, *� . �* . --� . I I ., . . . . ; . , . . . � I I or Cedar 8700 Aspen : 8794 11" Eastern Red Cedar I , % ., , , I I N \ i. � ,% , \ , . . . % %, , .:.: %, \� M . ; % - 6 , 2 ' % � i - .. . .... ...... , --,,- . I 1, 1. 'q 7 I , , �.., " � % .. .. , .1. ., I '. I" � . M I : ,%%� .-� 81,11 Ed stern Re 11 I �11 7, \ 1, s, 1 I - . � I , 1.11--l-', --"' ; 'l" /I �--- �� , 1, . - .. - .,� . —., . , r , , , , CO .87 . �i -^ 1 8612 10. Eastern Red Cedar . 8701 12" Asper : 8795: 10, Eastern Rod Cedar I I \ \ %1' ' ' % " 0 ** ", : \.,,. - - I'-- I " � "' � I 1. 8796 1V Ed stern I Red I C I star I \ 11 ', -,S�823 , . ... , I, .. . . 1. , i , : % . ., � � - ' - " r,\ V, I -1� . - . '.• , , ,�6836 " . I 11, I . ,908 . . I I % % 1. ... I . � % , "i��B . 713& , ; � , I ; % , .,-.,. 1� � ... I , 1. %, I I . I � -- I I 1.1-1- ......... I . ., '\ I '. I \ � , I I � , 1. \ a � � � � % � l I �. ... 1-- \- ,- ..- � , 9614 Ban r Od k 8702 26' Bur Or k . , , , ., I . , 6" " " . ,vz 1'% . . �1�1 ..., � 3 i . , % ...... -, ". ,,,,, , I I ��P I '. 1%, I %. , , � , , s s, ,, , I-', . . I � . . . g �- -,a , I 11 --I'll . .. I.. � , 's" " , ,aaa, --" , , I ..... . " i 1 � . I , % I , -1-s, � --,..---" ,91 ,.-- \--4 , ?I -"l -1 ; ,� •I , &,�-Bl . I \ , ,- � . � /� � .... . ... 1 8797 10" Eastern Red Cedar I .1 s, - 1, ; I , �. � I.", .... I . %, ,. I I , --`Q�07�' 7�T... 1, � . s" S '. s. % ,�, .. 6 -,",- . Bur Oak 0 1, I �`, � , Q�,.sl ", - ,.,� � 8614 1q, Bur Oak 8703 19, " , �, '. ., I \ \ , \ � - IS "I , I � \ - I , ,� . . % I,, .. .0737, 1 .1 . �� - I-.-..--. - I - l ...... ...... I I ..... %... I . % . , ". 24., ; I ,1 ...... . . I � I � .. I ,% " , � 11 %\ \ 11 , % I I I 1> I 1, 1, I * 1, " I , I " � � � '- I % I j� " I ....... .... ..... '11� - 1. 8615 8 East,,, Red Cedar 8704 17' Bur Oak 8798 10" Eastern Red Cedar 1. ,% 11, \ � '1--11 I 1� � � : I ; � . . , . , , \ / - . ,,, � . I " ; I , I 1, .. . .... I-- , , ,� ........ , -11'. 8616 12 Eastern Red Cedar 8705 22' Bur Oak l, 1, I \ .., -��, � . . ,; I I I I � 1". , ., - .. 879q lo.. SI I Ppeary Elm "I \ "I ,,�815 1 .... � .Is'b'769 " 11% "I .1 , ; � ,. ry s . .1 I 1 14-,-..- ,..,-..-, - - - , ... .. I ,. �s� .." 1. 1- . , . 0 I ; , '^ •: I - t, i :1 � � 1, "I 9 . ". ', 1 .4 1 ,.", I . . � I .- �:��,57 1 . I 1. I l I . ... 11 % .% , . .., 1. , a in in " . l , I _.,_, "-.- — ... ". : I �, � ��?, " (91 \,mr a I X 904 1 i j Co � I � . i . , ,/ :j \, \ * , .... - . ...... . .. . . , lili� "',, %, P 11, %% % , � %, I ", : \ r" , - . \ I \ I , � . 8770'.", - % . �� . 11 f 11 V, 9 .- � �, .. 1. ". � \,,, : � : , ... , 8617 13, Eastern Red Cedar 8706 15 Red Oak 8800 Ell Basswood ... � i9.. , % � , � ., � 1 2- -,... ,- .... --1 . . � � �'. 1, Ell \ \0 v a in -1.1.1.� . .. I ,... ., . . , " , .. . I ;% , I.. p I . . \ I 8618 12" Eastern Red Cedar 8707 24' Bur 0. k 8801 Harkb.rry , � . - .... - 1. 1. , , I , , 0 im � Nsp!� # - , / - 1P � � .� 11 I -. I , . I . .. . I ., , � I I I . .. . . . ... . ...... __ ___ _ . � , • . 1.1, % � 11 s 11 .. %.. 1, � I . ., . a as .� , .1, �, :, I 1, I . ..... % __._. 1. - . ". 11 . , , " -,, �k\ 8'%' - ** ".".." 11� \� . . I I I 1, q q I f � i �, gki, 0 , ", - - "', .-- E 11 � I , 8619 lo- Eastern Red Cedar 8708 ill A ...... an FI -, 8802 14 Ironwood la s. � 11 "I ; \ "" . . .1 1, I a : ,. 1. . . ..... v � I -', , %, �, � 1, � , .,.,. " .... I ..... - I � ..% � - , ,. . . �. . I., . I -�-. , ,-� �a,i ... - I I ...... I , , --"-�.. 1, . I 1. I 11 \ � \ � is 1% .. � ., - ., . . . % IW , . ". 1. . .1. ,1 � 51) �. ,.�--, i ct, . ..... - in ,-1-1 -- I , -1 - 1 916 ...... . 1. , I � -, � -- 62D 1V Eastern Red Cedar 8709 "I Sugar Maple 8303 14 B ... wood , I I .. I . .- a r ..... 11 , . � j .. C � ., . % , .. . I , %% . ... 1. 1: , . � " . . - . "' ""' � 11 I : . , 0 %% 1- ,,, �� 1. I — - 1-1 �Z �' --- ....... "", G * �, �.. , I � &,,.,.r,v - - , Cb E,�B-7dg ".. L. I j % % . I" . I I :. . .. : �`�; .. � . .. ..... ...... �x . .... . - -1.1 ... � ......... " -1 .... - 976. "a .. 621 BurOak 8710 14" Green .ad White Asia 8804 1 2' :American Elm I 11 , 1, * , \ . 1. �% %%,, , .. 1� , .. - � � l 1 . ,�-. 1� ....... .... � '-,, �<, , . - I � � . I -..1-11 " . 11.1 � I I I -.1- s - ' \ 8622 Bur Oak 8711 la,trlp Red Crad, - ". I I � I I 1. � "I . ," . ; % �, - , , , .1 �: � : P, � , 910, . ��;�s 1. I 1� . : I , I I I ..... . . I - - - I - .. .... .. % ... - 08 -., , , 'T ...... ... s- . 1. .,. I's 8805 27 -American I I / I t. � ; . ........ -*'�--- , i. � . I 1. I , -1- 9 -.,.. , �� ', � ". , , I , +,r'w.' 81 ..... . e ,� ? .. ....... � � I W?592F' " �'� il - -, 685 �. I I � �� volmil \ , �� -.111 A ez', '77'777""�,,si� �`— .»,..,::::::::®, 7 ", . \., . to 0, 14*106 ) ,,, \ In a 07%, � I II 16W , % , 11,414-F 1 1 ,Z( C§ -7 # x 1-11, N " s ., , . I % - fb, -,". I , 1, ,� . 914 �% . : 1. . 01877� I 1* -� 9 I . S ,--, 9,) . Elm -.11-1 CP 1, I . / I 0 � . � � .1 . . . , I . . .. � 1. I "I �.Ittll .. I ,� -,".- ,- ... 1, . I . I � .. .. ;11. %, �, �-- , . -, I .... - ,�-, � I . - -.. . � I , " 11 1\ 0 .% I ., � .. K I � �/ AL � *'?' . I ,�. .1 : 1 z,8758 - ....... I I - s .." %.,: . � 11 . 8806 2OX" Ironwood I .... �-11 / . I f'. ... 1. 3 .1.11 : ", .1 % , % " , % , Irk"v , I -- . , I � ., .. . * ...-'- '-""-'-- - - * - - � "" ,. , . \ I ; LO % . % 0. N I " I -- � " I I , � .- I � 6 06 ' , , ,'NS684, ' .. \' , .1. 8b23 2 W 'Bur Oak 8712 1 7' Ed stern Red C,d�, 11 , % .. 1, I . U."b�ii' �, " '�' . � . . .. 1. - . I . -11 I'll, . �-- - - --.1c . " . ' � I I I ". � . I-- , .., .1, ,1111 �* 9 \ , f I I .1 I 1, I . .. . .1, I-- I I., I .. . 904 % --.- ...... .,� 1111-,.- - I \ , . �, I . , , , . I � V. ., 1. , 806 .. 1. , . �11 -.- � ... �.,� ..:' � ,,IfI5i�J,1570,6 . a, \ I I ." 'vim,. 8 24 11 Bur Oak 8713 s3x- Eastern Red Cedar 8807 34" :Bur Oak .... % I ...... - .. .......... I -- �� -- ,.-.-,. .--, ----!, ill , ,: _ .1 � I � 1, \ I - � 1. I .1 I I ,5774 %:. � 11 ....... � .. - - - '. - . I - I �.. I I . I I . l �, " " � .1 ". I 11 I I , .. .. � ... , -111 .... 10isil -------..,.,..- -iii"111111' -`11 . � I � . . , � � I . � ". "" % . I I , v - . �, �� ' I % . 5 1. � �, �. - � - .... , ...". ... % K ,, I . 11 8 28s Bar Oak 91W ....... ..... _ ..... ... �5735 , -� % -1 .� .... � ... ... .... - .�.��- " -! . �� 1, . ., , , , I , I ;. , % ...... - wood , I 11 I ..,,� . . I ..... , 902% . . ..... G - . '. ..., - .. . ' ' - ---- I , rt ...... Ift. I �-"- I I �.. % " � �I��' �/ 11 ... . '. , I ss . �.. : - �� I., , . - 111111� � I . I � � - y. \ I ,I 1� � � 1, .. 1� : I % .... . � .............. � ..... -111 , z . � I . - I � � .. . I ...� 1, . I : : 8756 . � ... �,, ��, . - 723 . -,- I 1. . . -1wo, % I : , . I'll � .. I I % OJ,r �, I j , � .1 1. . , ;? 9 32 Bur Oak I I ', . , . � , � ? 78�/ 1 . ...... , .1 ; � I ...1-1 - � 114 , " , ".. .. " ,.,.., -- . I .... � .... . 1. I 7� ., � � 100 , , , 0 -1-9i - , s. .. � .... ...... ---. � . I ,. ....... - ,. ,�,s \ Y, 72* t. -- ,w5, . - 1 611.- 1% ., u 0 x Be, Oak I , I , I . � � � , I -T , 110 -'. ,�786 $ " : . - �, . , � "'�, - I -".-,., '�� " " 8�25 U, 0�11 8714 12 ' non . I " "'.. �!,W smv 4*551(.illit�,, - ,I,% � e ry * ,� ee�,�,t. 75,a i��:_�:� :� ..... --� .... 11 .... 1� ..: I '-1-1.. `--. .1 . . 11 .. - ...... � �k, "P,�,, IQ 1, "." 8626 11 R 8715 44 " ID ::, I , , ,s'y , 40.1 6 I I ft1lll!V "'..U, : - I I I .1, I .. . , 744 � - - - 7 . - ". ,, \ 0 \ , , I I-1m1l111i , - 91 1 1 .1-1 �". I I . , I , 1-9m ..... I-- - , :- . �- .. I 1. . . l 1. . I , :" ,. n I ,g 7W732 E- I .-I 1-1- i I . ,�- ..... .... �"., 111. � ..... , ", \ ,, 11" .., � 8627 1 1. Bur Oak 8716 21 ( 88 10 30a Bur Oak � � � � ". % , . ' �� I , .1 . I ., I .- -, � '11W V � .. '. I I 1, I . - , , , . ...:. Iq . � 11. , I , . - �"..". • .� 'PS ,1s. % -:s;,'a'sk :)�w 81706 1 7(, 1 � 8811 Eastern Red cedar � . . . I , W .11.1- -;-jh68%3 si %, I % I 1� 1, 8628 11. AL , . 1Z - - .... 1. , 08 I `-- \, . I I I I - 9 1. 1. .- . ., I ,, I ,, Oak 8717 29" 1 1 . % - .... � ... .- ., I , , I. '912 . ., , , , � I I �% " 8718 33" Sugar Man . 8812 "I Bur Oak .. �� . I I in .0 I aff-iiii,im.."awmil I I . - I .�� .. ... .... � - '-. �-A - 11 " , � ... - �.. . " , , - � I , I . I I '.. I 't )5-- on A* '- \ -- I 's.. " . .......... - I ,, .1 - 898 : .... % ., � - .,� a 4W . � � �8682 - %, I , \ -1 T -, -A�q , .., 88W( -.11 �;` I " ��, � 5, .... �� 7A3- 1- ... 1.11, ---.- .... S,". ". � - 'W� I I .n � -,,��,:, . - ....... ..... , -' , is 1.11 � --' .1- 11 - '1 , - '. , "", -74ft . % (9 8719 Sugar Maple , � @� " , -\%�,- � ,e ,% -. ig � - - 9 , , ��Sao 4 1 , � I . , : ... a I-, , ... , , - ...... ... ** ** I , , �: 00: 1k T ,Am' � a ss \-�, I iv in .. I �, B� �, .- age ... � , 3 7� 8731 � ' - , � I - ��- �,- , '. - 0 0 W ii�' - -09 - _ I I � s � � & W - - - - - lq � ft . 30411 -, . . 1, . . . :, I \ \1 , ...... 11. - � -- . ... . . . � , �!W ., -, � 13 \". % t I Sb29 12 Bur Odk 11.1 8813 3T American Elm --- .." , - -=-��--- , � �. , - 11 - -s�,- --- E, ,��-�� 1. ,.. I I - : - . . 1 23' :Bur I I 11 . \ � ,, . ...-.- -�-' -.. ��Ia,,. .- -911E �wk;i �11 ��11-11- "", : % � . - - I I .1- � % . � , ;P6 � I .... . - , , , e- - I ,q 96.78 1 '� . ..... I '. I ... I ... .-..:"- ---rl ,.." . ?c ''. � . . - ... ��,,8 . . -� .. ... -11. �-W-!!fl"',� .,.,." - 11 1. , ,... - .. � , " \ 8632 � , . 1. 1, I � 1-�-, -, . "�U $nl I ::.. I 89 ..... .. -- 1-111----%1% -� . ............ = 1m.! . I I ... : ---- 1404 �� I 75t - 8677 .",\ 'I, \ " skda�4�7 " -� �,�,, " � ,I' - -` - - �,, U 11 , I$ . " " � , 'l, ,.", - �4 -�%--�Seka ,,A7& 0 ,a==- - ..... mowa*m" �, A96 _ . . 111-, . - rL , �� Q7 %, 8814 26V American Elm I , I . ?�� ... ... .. - I I I 11�=�,,� . . ...... %%% .. .. . � ... : � , , Jo st-0 -.-. . a O, "'. "WW" . . I 1, I � ' � I 0 , " ". 8633._ 633 29 Bur Oak 8720 23'• Bru, 0. k I 1 7 , "' "-- - ... . - - 1- I 11 .... 11. . . ` 158 y <9 , ' . � " 23� � 1_,; , - . . I I .1 .. ,k 1. � - � -- �� . ,... � ... * .11 � .... .. ---,T �.. - .... . 9, - 11 7� .1 I I I � . % , % .... I W, " ','�� % - " . , 1. 05 ' ,- . ," - e�w ,-- . 0 1 \ I I " .. - - I . .1 4. 1 . I I � �,: , , \\ \I"'- 11 s I is . .I.- I" ,,l,"', .1 . ...... - - -.--- 11 1. - I, 1. 1. -1. "I"..- : , - -, � . . . . � . .1 . , I li� , � . � I �' -- 4, .1 .... 1I.- . I .... s, . : 111111110.4ft 1 . "' - - �-, - � V\ , \ , A- \ 11, --a- �� -� �W -- -892 ... - oz 1� I I I I , - jli�k�� 11 . B 1. ... "'^' - .. . �900 1 . 11-1 . I . � �,Cp " 8b34 27" Bur Oak 8721 31Y But Oak W* I 1 -, . ... ... . � 8815 Bar Oak Ill �. 1, I -� , ,--,,-� ,,,, Ll, � a , -,"'.1 .. ..... 595"" I'm,' . ...... --- —,�,, -8 .1 .1. . �, . - - 's��'. 7�11f% 8704 � I I I � 1, -- ", , -. " I , s8741 .' - , ---��11 . . 1. , , . . I I % - I15,I � .... � ... .... %--�'.. , 91 ,;?�11� "I 874 -�,- - :� � . - I I I 8816 2T Bur Oak . I - - :-- -C , l- � - I . .. I . . I � 11.1 8722 33 Spur CA Is Q % \ , -%, , M �,-,,,,,,� � l, - � � ... .111 I 1`1 6 , � ", , ,--- ,ee .... ."� 1. 1-. � � 8635 Ira tweed 1, I*1 1% I ,.- -, - � ...."... .. 1. i - � 1. I Oft 33679 . 1, n% 8676 1 ,'1� % ...... � , ., -11 - ,. -, . . - ...... I 1- ............... . - -- I :, I I . 8691 - ., �-W. % ., ,� , 26" Bur Oak 1, , - � �, - 's, --dak`kssa� ...... � s, � ....... � . ............. 8 . 1. - - I � I 1. - - ..... I ...... � .......... 1. I I . I , � 1, 8817 29" Bur Oak - `,sk . - -.1.11 -1.1 , . �w'.1-"��,�,.,�.�.�.,�.�.�,��.,- "'. , - - . 1 . .1.1 ,8.90 . . . � I ---- , . %% � , I , . . . 11 '. � ., \ : � 8636 27" :9u Oak._ 8723 . , � 1� to,.._...,..a . , -*80 � .-: - I � , .. . :.:2 98-- I .... ... - : I el . 1. .. . � , % 1. , 11, 8818 10, Bur oak I 0 lr v AA�?T..,,,;��gg# a -.1l � — e-s \ . *; - .... . . I ' A - � l ,�. '. ,, �01 Q 4 \ I , , -11� t - 11 11 �- "I .. . . ., . 1, I - I k, sy- , .% I I.- , ) I , - - -111- ., . I � .:s "I 11.111, .. - . �:: 33 11 - � �� , , ., �.. '. -,, ',-,�,'�BID75 -11 . " , %. . , v- � ,/ ,.- - , -,.- � -48 ' '114.7461- -1 1% , M ""s" . 886 - �::87488 . 11 I I � , 894.11.1 � -, " (99 1 .% ".., �'11, - , , 8b37 17" Bour Oak 8724 81 Eastern Red Cacla I .. .. I � . 'r .. t$ -4i - ., I , �.9 , I, 1, - .- - I am 1- .1 Cl� .1.., .1 . 1. -,-I.. . � 11 ,7�O 1884 ., ......... ,, 11., ", I I I I " -.1-.... I I . 1r.-- - ., - ... . ...... . .... I I I . 1. . . I I . I'll . I � ...... 1. I � 1. �; 1, 1. - e . ... �.. I I.,. I 1. , - I a, �. - 8819 Ha,kbc,ry % , a � , 8722 1. ' . � � - I �, " � 1. % ,. � 1 9725 26V Eastern Red Cedar \ S , , * 1:'i !'� l' �'$801 , - , � G ,--�T Am , ,.min �, 0WT ,,� - �- . I I . . B715 . I . : , . � 11 . I � , . Q 3 . , , M gb38 21 Bur Oak Is. � 1, '. . -1 . !- at aiiiiiiiiiiiii 4WM,14it 1 ,��%T �� .- .4 .j I s. �P, � I . 1 4 , , I I I I . 9 1 1 1 ,, i . ..- I % I . �� . - � - .1, . . ..... I - .. �.. -, CP I ,� I -� !� ,� , *,, - , - � - - . . � I .. -: I.. : ".. , \ \1� f) I . Ell in 22- Bur 0. Is /5n 8728 29- Bur Oa k 8820 2J Bur Oak \ ". ". . %� ..,:t; � I %,. I / / ii,� ..... j 11-�- - - -.0 a �a �,, f I i , I ... w-Imm: ... � ,i ,.. . , , % ,, 9, � .... ... 1, I... I ....� %, � : I �11 ...... -1 .... ".. . , ....... I V.- .�� I �i '41*�� . ..... C�;. sk , , : ' I I - 'p, . � 8658 1, . . -...... . ; � : . %%- 1.� ", � � ::,:B718 . . . . 1, , I I .. , , I I ", % I , I �t" , - % 111� � " . .." ... .. - .1 I I �.... . , 1 -928- - R640 11. Rock Red Elm 8729 28' Bur Oak 8821 ID. Annernari Elm I � q .. . I.. . �Cq .... -s- , 9 - �:y , � . I 1- '�� , , . 1: L.., ,� I I I I LO , � , , " :: 11. ... 11 :16 EI � " .40 � a- . ... . .... 172� / 111— �;� ,1 .1. �:.s, .-P � 4 .,,Ilion !' l Oiffi t:: il 1 , , , , Id 'I, / 11, � ...... q - I '.. 1 MW*31 � :. \870Q ;P, � *�bl I "I Ir 1. I . ., 11, 8822 Bur Oak � I : , % 1. . ll ., S� -1 i/ N * , (0 - * , ��' - i `-��9' �,?��pm--��, � .,I'm - I : �� '- 2I � ? -E: �: .�, - , � \W � e � , 'I'll" " �, � I ?Vuu I .., .111.1'.... , / ", I 1� I - - f % � % "', , 1. \,, ** ..� I I ,, � : r1k i ;s " / , --�'r-W5 ,,� .., ,.. t : : E �.,�--'�:.+al: - -8,�- X I : , 1�, I , Ir \ , . I I , p 1. .. 1 : ,w , " - - .. � : . , I \ , 1, ..�, 8730 Easier,, Red Cedar I 1% .. I I . , I... �� 1, 11 1 � - - I -- .1 s:, . : X- , , I . ,%::8656 SG41 22 Bor Oak � � � %, I " � . , I / I �q "I , . . - - I , . 1. 11 \ 1, • ', 1� . I � %? I - I J. lb . t'- �� .-I., 1%...88. � 1. 8699 � 1. 11 ,% I � .1 " ".. . gk�� 5 I, \ 1 �9, . . . ,� :8657 1 211, 8823 Slippery I a � \ ��, , . 11. . , I " . . . % / Asug" --0_-, . . I . .1 . ,.,♦1� %, .1, � � il s �� I .1, I � � I .1 / I 1, 1� - .1 1 I.. . ,% �C�l **661 . 8n42 2 0- Bur Oak 8731 Bur Oak � l I .I . W 11 1. . . 1�. . � , �9 . . I . ., � . . �, % " ,� . i - I s, . t, % % I �: Ki , 11 / , I . , ,�,-%,: , -"ea'- % _l,' . :. 1♦6.1', 1 , . % � ,, - 26" Bur Or k 8824 Bu,,...d I I P I . . 9 1 r,'Pk8672 I Is.. ", ... S I . �,'�� .1 , ,- ll /' 11, �, ,l � � � : 1. , 's 11, • \ " 1, I � % I 1 8643 20" Bur Oak 8732 10, I . , "' �1 . I , ", - I I � 1. I I 1. I . 'l ., . I I . � . I'll , - . I I 1, I908.........+x.,,.....:; / l 11/, ,� 11 IF) � , I % . I* % I . . ". ; s ; I I , I � ; , %�� . � ;1 - � ;l 36 I . I � � I� "," I ,q) m , ;I . . . I, �♦ I . -, � i / i I -�, ,.,%, i t I .a \ \ �. ". . % , . 1 8825 Basswood % � . .� , I .1 . 90, * � i � , ;, i , , /' '11", � I.' - � 11 I& % I . �� , 0 I ; I ,/, ".-I 1-886 ,�:/l ,,�,*' / 1 � ,/. � :1 I" I, � N � , "".. . I , " 8641 14' Bid r Oa k 8733 22' Ern r Old k . � : . ; � � 1 $ : � . . I �,-., i i . . 1184 ,06 11 \ 1, 1. 1 9 � 8826 Basswood I ; I . . . . � , V,O I : � % . ... , � ", 11 tl % � I , �. � �% . % � :� 11 ? � io . . I ,."A " . \ : � : � ,s� , % , . 0/0 . . . . . "k, . l � I ..... -"' ' 87 1 , , I 's % .�, � I %. ;;b 8734 19 Sugar Maple I W l.--,.. . � . v z � � 7 � � l . :i 1, . . . ., , ��:�,,8f 9641, 21" Bur � , I.. � 1, 1, . � ...... - -2 " / �;a f -...", ,:::.-.. : 8. --.- J'� "" 1i � , �� \ ';� .. . ........... "I I � 8664 1 1 to I � . �W, �� , , � . StCONDAWIl" BL1, .1 - \ *411� 864h Ill Eastern Red Cedar I �l % � ,Is, , , s % � �. A. ... , 6 � ,�` I 'i I--.,. -... -- ------- I ...., I.". , . � . . " % , I % � � 1 ; ; � % % I I I ........ ... .. , .. � 11 ; " . : , C'sl ', , � I 11 I ,� 's ,,�, , � 94 . 1� I � ". 1P 8735 29' Bur Oak 8827 Bar Bur Oak . - .1 .. . ... 1- I i � \ ,'�'1�8 6 71 �,, 6'19 i'i - . I '. I ., % � kk�.',A,--� � 0 l � � J J . . -1. . . : I % 1, 1, " 'a �1 0 � -� , i 1� I I J - - ,1111 . I I . I \ \ " ,% "%, 8663 ., ;P *�,�% 8828..... 828 14" Ironwood t,, � �r � R�. V � I . , � ,,, � � � 1. FItILD , ' :s " 11 . I I '.1 ,1111 876 �� .. , \ 693\ ' � 1. 'A%;,-� ' kEr 8647 18' Red Oak 8736 22- Bar oak . I;y:.. � ,a - 1. .� � , .1. , . . I 1. -- - � j � . cl \ I - - . � . 07 , . �.,. , % 8 0 2 �. � % . L. , , . ,� "I s$ - . .1. I 1 .'., I :: %,. .. I DO I 00 , : ; � ', I , I I 11 " I ---.-11-1� . . 10 � I All . ': SG48 17- Bur Oak 8737 "I Eastern Red Cedar 8829 14- Ir.p...d " .". I : " -�.�i 7 , TERRANCE ,,"�]�, ASTERISK AND 'NUMf3E - �,,�e,jtn .. . .... �, . 5 1 . � . . � , 1, � . , . , ,":W ,9 11. : , 0 3 I � � � 1, I. �.,, OVERLsAY'.LINE'AS ,-;� � 11.11-., - �q :1 \ \, , ,,, :.: I % � I �A ",��':r'-�,, % C? % I . . i � - , ", > % " � "s," s \ 1. - � Co 6) - I 1�1 ", � " " ., : IN . I �. � w � � �9, � I I 1. I s % I- 6 " �,:Z;- I , . %� I " . CIP . . , I I . \ l �' I �, ,R..REPRESENT - � � \ 11 I r,' � i, � , I... 's 1. �, , I I'll 8832 As pen ., . . , , . .1.1. \ I I ��VB66 1. , \ k � 8649 14' But Cis . I I . �� : I \'� I . 1. % % , 1 799 �� i 1 I, -o. ..TRUTHED 'BY I . .�E, -.. "'d' �i -P� I? , � , )9 \ 6 I I 11 -� � .� . k 8738 Eastern East Cedar % . up �111 1 06, � . . % ;� �',.� --1 ----11 l I . �1 1, " \ , .� . I t . 1� � % s I % %� , . 1. � . � �.",. . , I. '? : '. ., I I � .. . , I * 1 : '11, % JEFFERY AND RYANco i, -, � . I -, ,5 ,-!� I .. I . , ` " , I I I., I.. '. ". .. �. I I., , a 11. 8833 I'll Aspen I � . � r, I � , �� % � ', I . , (9 1 .. .. � %. 7 . � . , . . ; I , STAKES PLACED I N FIEILD.� STAKES, � - - " � j 1, i I I '�y ... \ � .. .. I ' ' ,� 8650 14V Bur Oak 8739 BurOdk %. % , "% I � . � % \ - I I � I � � , � . - 1 6 � 8695 1 1.11, � � 1 , A I � % ....... 19 ... t I , I A I p . i. . , . ; , � % 'z �. % . Co ; I .- W � I - ,:: � � . Ln '. , 1�.! 1% #�B6158 s8 8834 As pen � 1, '. � s , I I " , S. I Co�,'., . I I .11, : . . . 'I .., , , -11.1- %. . A:f 10, � �, I ., . I � I : �. , ,. sr -�`;-816165' � . . 72 . :I , . , 1. 'k \ .,. , A. I ,� - , % ;% '� I % . .Is ct� %, ... , -,�',',' , � , , - , 1 "I . . "', ', . �4� "t`� s . � . \ � � , . 1 e�, �'. � q, I � 8740 14- Bur Od k 1� l , . � � � I N " I % 1�% % " � % s � � ., 1 66/10/08: : �- 1.11' -..-..-- � 1%�, � %% . I .111' " f \ , ', . . si , 8651 10- American Elm I , , , �. I � �� - s I i i I I I I � r - % ... \\., . , dD I 1 8741 30' Bur Oak � 11 I � . 1, % , I � . I I . 1 4'8)� 3 % . I EDSTRO� I PRIMARILY LOCATED ON � BASIS OF % " . I , I I I , 1%, C91 �� I ". , ,s� *, , *� 8835 1 ,stern Red Cedar , . ., . .� I . � I % % ; : . " ; % - 1, . % � : .. ,% . .. ,: � I j� � , * N . 11 �, �'. , , si� I . � I , .. 11 I : % k i k 1, s � � : � .. I � . , I.. , , I . " . 1 8652 23" Bur Oak ., . . . �. , s I 1. ,. I 11 A.. . . : �, , z . . I •I .1 ; Y's CO , � %. 1� . � I . . , � ;y,%- ... � ... � - ��, 4 , '* , , . . � � CPS I'll 21- Bur Oak k 8836 is, Eastern Red Cedar , I : % .111 � ; l . " '., , I . 1. . I � , . . � I .. I I ... . ? j", 1. .: .1 --,\ : I I , % ,� I " � � 'j', ,� ; y : I . I I . .1 I " . % -'- '- , I " � i � � i s, I , ' \ � 'a792� I . % - TREE-, � '.. � I . 8742 '1 11 I I SIGNIFICANT TR51�$,.' SEE, I . . d-) '�"; 7, do , � 8b93 Bu r Be it . I I . . s I I I 11 ', . , , :,� * 11. 8837 "I Red 0 a k $ . , , . , 1 1 � � si -,,, Lo . " S � I �s � � "-/ " � I -- , 'k z .. I' 'If - 11, 1 9654 26 Bur Oak 8743 Bur Oa k I I z � I I . � 1 � 11 . % , I9 I I. s � `& . . " .1, I � f ,�' , CON �s . '.. % 9'"6 1'� 66 , , ", . , .. I I . . . . � I I. . � ��,�, . . . I . I s 'ss I N . , t , s�, , � ,,, ', . .� -.1l '. ' 11 .. , ". , , . . . I . . . I � -1-1- ... 0 1 CP , � � ..1. % � : I . " TO' .'. �.., . , - . �X�- ss,'�BI643 . ,� ,� . .. �,: - ... �,;.. I % I li, , t ,� ., ., . , .s " ��, I ... �. I � � , %� �.�� s� . I ,,;. . % � 1, % 8838 18XT Basswood . , - � � """' . 1, . % .� s � I . � W 1. t . � I � " I ...� , , -, ,� 81,55 42X' Red Oak , � I . , , 4 0 1 % I I I I I , Z/"— -1; -, - - - - - - I ,/ - 7--"-"---,-s, ,z � � � j5818 "I , I "'i , , 14 , ,� * � ; i , � TIF--" — — ";I�\ 89 88 0 % B718 . I - - ... . I.... .. ... I I , , - , ,"' , � .... '-" ' ' , . , , , \ % �,)B � � I I , � I , , I i � IS- '. � ., I I � I . oo I - . - . � I : 1. . . , : . 1, trI., . t . I '! .. , . ; . I i All 8744 2c' Sugar Maple . � � '. I ; � '� . I '**\ , I s \1 . -"'IN 9745 Eastern Red Cedar , I I -I.. � I � %i I s � 11 go 11 I i � ... % % 882 �. , a . .. 1.� � � :. 41 � 44. 11 5,ED' CIO V, - .\ � . . � % � 9, , 1% . ; I 11 79�1 "" � I 1 8, 1 % " k ; r I INVENTORY FOR TR ,Lf - -- --- ... , 8696 6' -,P�� I"8641 , � "I 18 1% %`% � � I \ , s ;�, . I 1� I �% . � I � . , . % . I ", �, 1 I ,, (Cr I I I , "I 8839 I's Slippery Elm I 1, � , , z , f, .� ,,, s � .. � . . ., . I , , . .. 1. ., I I � ;1 ri . . 1� . , . I . , � y s 11 11 . I . 111. I I . I �r . . -, I . , . I I .... 11 11 1. I . ul) % � ". , % ...... -1 -A I 72, I I .1 � �-,, ; --.�_ ,- : , � �r I �: ; J � . N I 11 I I 11 OR -,-' . � . I I , I . I I . % ill, `418 'I, � 11 " , , I I � � �, , v- -,,., 1W, ; ; I I . I , . 8656 48X" Basswood .O I I 'DETERMINE , . � v � � , I OD% � li, Q � / ' I- " .. I I % % � . s � I / - , . ,l , , , " I I * K" /` , , \ , 543 0 1 . I � s : -11, .... . � 111-1 � " I I I � , , , . .; I % I, , % I I I .. \, .� , .8 I I o �, , I , � .1 1, :�. 1- .... - ... � 1, , 11, % I � � % s . - - . .. I., . , �. 1. � I I'll I .� , P, .. . -t,.: i � . . � � 1, . .. I 1 ��*4f' � .1 1. . .. - .. % � I . ; I I � i� � , � . � � �-13 -W - "' - "I s'- : ., v C9 / . F " 1. to I % e , 0 , . 8840 19, Smoak � -P, - . I . .1 . I I , I ., � I i OCl ... � . � \ . , ., y I .. . � ; . a � � ! ... Ef-:E, 8746 10 Eastern Red Cedar . . T " . � . I , % � . � 11 I .,� �79 1 , . , I . ` % I's I ., . , 8657 Red Oak . I . � -- . ,., , , : . . . I .. I - , . 111.1s I , 3' Bur Oak % , , " ' � : It % 1 CID �,'N � I �-.-dsl e-%- ... � ..... � e. .. �, � I �,rll �; 5 . , , I ..... � - I-. . , ,.,� 6 � � . -.�,- 1% .11 ....... . 1 A - . ol� I Q) I L91" S 11 ; % ... . 1 Ns , - � � ....... 1�4,,:� SECOND � � I - - -11, �,�_ ; i� . ,\ , . . I i'�*38 z 8841 3 � . , � , s, - -,tl . ; I .. , 1 ,, ; :3�-,� .P. . � 11 .- .4 ., % % . ...... N . llkl�- . ��`r . I . - , I �% , . 11. � � I � -1- - � . .$ ,W - % . . , :� 1. 33 6 57�, ...... � .io -� I . 1. I : . �. 00 I I P� . . - . -.... .r- '� � CIO ,� 4- 1, .f.. % . �, �- 863,�, . -� -� � I : BE& 24' Bur Oak 1 ,9, '% N�B 44 ' � �% ' . .� k , ,,,, , , , , %� a � �is � -t�l 'I'll .. .. ,,A�%A- �r,.&,0,.),-,-,.,. " . . I.... . C ''. � . � . 1��%�13&35 : ......... 1. � ........ � ........... ............ �, I-- ... � t � ., . 1, 8658 America, Elm 8747 ill East ... Red Cedar ,79� I , , �� . - , 1�d-o : : � M , :,-: � I/ i , _4 ,; , O . . I I � . I % . . � � �. �t. r� 7 � I I I I � .� - . I ,,,s,. -,r I I . s. � �--- � \ : � , : 0 �11 I . . :; �, ft 2. �-T��',%,% ..... - -.-, � ,��:a 1 ... -, , 'O.", 11 , I%' * 1,� � , .1. . , - I I I %�, % 9 � I � " " ,$ . I , % I -� % �; ..,, , ,� - z � 7 W r� : � i .. "%, . I . I .. I � �:, I I � 11 . .,. , %., ", � 8748 11. Fastern Red Cedar I ,: : , ' I \ ----74',79 6% �� : (b . .. ,.. - 110 ,,Ms -s * .... - . % I " . t ;P , � 11�;,, - I I - � I I 1. .`��K,815, 9, � , ., . n% .. ; " .., : , % '.1 : � . I, � . - 11 , . � ........ �. .. , . ;. � : , �.! � . ; ; . . .... �., s � .. .. .. .. .. .. s, N % ., ..: �,�. % 1. 8659 10, Hackborry I � t�I, , I 1, . � . . . � % % * �-% : . % . � . , ,� , . % , �, \ � � ; I I On - ., , i", * - ...... s- � .. � I ,. . ,,,�., % . , Ift 8843 17" Bur Oak I ., ; " , . t- .1.1 E . I � � � , ; � ;: I , I ; , " ; % 1. I ., . 8636t, \ :., � 864D I 1, I I I % I 1, . % .� , , , t, .� r 1. .i ,� . � ; I-, ., " I , , � i � � i �� , i ; �:, -.�..,A-1' k-�, I � I � ,,,,.� , � Z%n % , i . .. , , I I I - : ; I , I . I I , , . . 0: I � d I I ,� ... I Bur oak : I � : :1 . I I - --, �.1j#W.:JW.,n-a- -so,--:,,r � � -, � . , I . %% 1, I ..,. . . , �%% - 8660 13)(1 Andi Elm I � ; I s -� ` �111 ... . .. ". - , s� , % S 8749 34' 1 1 � . � . s . :� 1'. ,,,% ,� 11% I - 1. . %� - , 11 . ,.�� - 11) CY %, % % I.. s 1% � %, , I I 1 8661 20" Ri,d 0 a k 8844� Ea stern Red Cedar = � . � . l-,/:�-� -,-.1,ta`�, . .. � '. . - � '. 1 . .... I / I I . . 1, I . . , I 1� . ; I 1, , I %�% , I I . , I I .. 1. I . . I . .... % I I., I , - - , ,, � "I 1 ., s iiiiii�.� i, - - * , k ,� . -,,."4"�%Ir�TV � f,�,.',�X�,�i - a r & . I I 1. I ,-, % I I .. , 1 8750 26' Bur Oak I , , 14 \ i�, , W � ; \ � - N . . � r ; ; ; I � 1. .... I 11 � � , , �Iaa , , - -,.' ll#c , , I � I" �'. '. I I . � ... I I . ... ��,-- 414 , .. .. - ., - - , - 1"... . .1 . �. , , ,It . . ..... 1-s- , I I 11 . 1, - � : .. ''",- � .. .% - ,� , ; , . s, ,s . ,,- s�-, : � . 1. 11. lo.. . � I � , : . � 81,62 Red Oak I . . 4 . . � I �',�', , tr i �:-- 680 \, "'. � . : 1, � 0 . s� - .. 4 M. r. ��' �j' . . `l"`Ii"`�" I I ; I L0, I 1111111111, � . . I - . I 1, 1, � I � . L I �., , , - �, � ,,� , - . .- 'W1 . : , : ; s s �� % ,� ,? , '�,,E. - . � % k - I � z, , . � , , ,i . -_,��ns,. . ". � j .. % �% . � - �_�__,%.;--�. . .. % �� ; ; , . I .:.1 I " 96 - . I 1. I I I I I , l . , , , I . . I ii g;- , � , % .. - vir � / . I ': .. ... . % I . . I I � . : �. �y�ik�. -j', � s',�e % a. - ,,;,� "`i� = '%4:: � , / , , " • 19 �� \ % � . . ", \ I a 8751 Eastern Red Cedar � , I � l U,� ....... E " � , � s Ira, (9. � . . � ,�',3��% . s. � : ,� , . , Ss", . � -al � k . . . 7 . .. . \ -1 V�tl - , , , � \ 11�.& \� ,�. . . I � 11. i I , ,% I . . . I '& , * I I t-�`!!- l im � to i . - - - � :...: � v - .,� �-, �� ::, -11 ..... . � � � f : � , � t 1- .�, .. . . ". I (i � .11 I , ..,., % 1'�, . - 90 8752 30" BanOrk : � I fall �., r % � . , io - ,�7 � n"I t � , !-,-tP,1� , �� , -'. '... , - % 1, , f . � : � I � . . . . 1. .1 I . "' , \ ., .� I . "I" 1, , %., .. :'r 8GG3 'Bur Oak I % , . . . s 1, . , JL�.jik sy - : �. . .1.11 ..... , , [ . I � : . ... : . . , - N, \ I I � , "I" , I . I � i I �. I . I � I I ; i I . . . I � q (9, " �,c*,B , I IS, % iz ;, . � 1. I . .1 ,. " 1, '. - 11 l,,- S, , sk,s,, , � I I . , - 11.1 . � ,., . .. ., , , - - � , . % �,;Ai "I �, I ." , % a I I - I .. ..... . . % , 85,. 8753 BdrOak I � �. , �� ,; � ',A, &V,� ,;�, '4 ��- , I I . . I % . s •,,, , % ... .... ... � . , , s : : � � I 1 I \ .,�,,,� , . I ,::,;�"...".,:, I s I ,. , z .,�5592 %,, ,., %I%,5G3 . . . . � .1, , -1 I � - . . : . ; I , , . ., : . I f ;� .... � 11 . . 1 I �� " \ * � : : , 1, s : 0 �2 f, , . I % , , , , " , � 886' , . 1� �0) , , , , " \ : -,C 11 , � % s I I " IIIIIIIIIIIIIIIIIIIIIIIII � som�, mia ini �=§ M, '"l "O!� I q: Z � . 1, , 1, I . I W ., �11IIIIIIIIIIIIIIIIIIIIIIIIIII � 1. . . . . i . v2006 Wesjwood Professional Services, Inc. z 1 TOP OF BERM ELEVATION: 905.2 h b.) WETLANDI W__ 207 S WETLAyD ........ ... N, NO SILT FENCE 6k\) (tyPT, . ITY blJ'Ffkh,` z 0 F - _J II ,11 :1OSED -AND 1ATION 5 0 . . ........ 11�1 I I - ___ - .. . . . . - t - - _: I .... '. .1. - I ... I - ... I - ... ..... I'll, - I I ... ... ................. - - - - - - - - - - - ... .. .... .... ....... . . .... .... ......... ... ... .... .... .... . . +► �"_?Ofl - ........ ......... ...... ........ ... .... I.., .... . ... ........ ... ... ..... ...... .. ... . ........ ........ .......... ............ 860 2,T r 4 A 3 + F .................... .. .. ........... .............. ............ ............. .. WETLAND EXCAVATION ................................................... '\--DENOTES ROCK— _,z cmsmuGn4DN ...... -------- . .............................. ......................................................................... .. . .............. . .. ...... . .......... ........... ....._Po%rm BLVE ENTRANCE . . ........ ..................................................... (TYP) X 810 -7— ... ... ........ . ..... . . . . . . . . . . . . . . . . . . . ------------- . ......... - Westwood Professional Services, InL I bereby certify that plan was prepared by ate ar under my Revidow Prepared for. 7699 Anagram Drive direct supervision and that I am a duly III PROFMIONAL Eden Prairie, MN 55344 ENCRJ= --de, the teen, of the State of hliuftewta. 9/5/06 6A.ddr-O Change 9/6/06 Road Alignment Change el..4narl: DIU PHONE 952-937-5150 06 2"ng Red Road Added W FAX 952-937-5822 '71RO/3 Wetland 9 berm and culvert revision D9110"riz RRC TOLLFREE 1-088-937-5150 Dwight X lir P.8 Record pravrIM Lr/dabs Westwood www.westwoodps.mm Debt 07/03/08 Lftetttaa Na, 1910 Tim Erhart 9611 Meadowlark Lane Chanhassen, MN 55317 Wetland Data Square Feet TOTAL FILL TOTAL EXCAVATION TOTAL IMPACT 15,775 + 9,606 25,381 X 2 REPLACEMENT REQUIRED 50,762 ONSITE WETLAND REPLACEMENT WETLAND CREATION NEW WETLAND CREDIT 36,104 STORMWATER POINDING PUBLIC VALUE CREDIT 17,903 UPLAND BUFFER PUBLIC VALUE CREDIT 20,018 TOTAL 74,025 5:0:m D-0-01 WETLAND FILL A WETLAND EXCAVATION WETLAND MITIGATION/REPLACEMENT (Weiland Creation; New Weiland Credit) UPLAND BUFFER (Public Value Credit) . . . . . . —.— DELINEATED WETLAND BOUNDARY SILT FENCE ii TREE PROTECTION FENCE EXISTING CONTOURS --982PROPOSED CONTOURS X982 – TEMPORARY CONTOURS 1111- 11,110 -1111 PROPOSED STORM SEWER 11 WETLAND BUFFER MONUMENT WETLAND CONSTRUCTION NOTES Erhart Property Chanhassen, Minnesota 1. THE CONTRACTOR SHALL CONTACT THE ENVIRONMENTAL SCIENTIST AT (952) 937-5150 BEFORE AND AFTER FINAL GRADING OF THE WETLAND REPLACEMENT AREA. 2. CONTRACTOR PAYMENT FOR WETLAND REPLACEMENT CONSTRUCTION SHALL BE SUBJECT TO WETLAND REPLACEMENT ACCEPTANCE BY THE ENVIRONMENTAL SCIENTIST. 3. WETLAND REPLACEMENT CONTRUCTION SHALL OCCUR BEFORE OR CONCURRENT WITH WETLAND FILL. 4. SILT FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED UNTIL VIABLE COVER HAS ESTABLISHED. SILT FENCE SHALL BE REMOVED UPON FINAL ACCEPTANCE BY THE ENGINEER. 5. SILT FENCE THAT IS INITIALLY INSTALLED BELOW WETLAND REPLACEMENT AREAS SHALL BE MOVED AND REINSTALLED ABOVE THE SATURATED SOIL ZONE AFTER WETLAND REPLACEMENT AREAS ARE GRADED AND ACCEPTED. ANY SOIL RIDGE LEFT AT THE INITIAL SILT FENCE LOCATION SHALL BE REMOVED. 6, THE CONTRACTOR SHALL VERIFY OR CONFIRM EXISTING ELEVATIONS PRIOR TO INITIATING WETLAND REPLACEMENT GRADING. 7. EXCESS EXCAVATED SOIL SHALL BE DISPOSED OF OUTSIDE OF WETLANDS. 8. ALL SLOPES IN EXCAVATED WETLANDS SHALL BE 5:1 OR FLATTER. AT LEAST HALF THE SLOPES WITHIN EXCAVATED WETLANDS SHALL BE 10:1 OR FLATTER. Erhart Property Minnesota 0, 60' 120' 180, 20061094GDF01.DWG Date. 09/01/06 Sheet 1 OF 2 Wetland Grading, Replacement & Seeding Plan Exhibit 7 l _.. ..... ..... .;1 DENOTES SILT FENCE DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS DENOTES GRADE BREAK AREAS DENOTES PROPOSED SPOT ELEVATION AT GUTTERLINE. (TYP.) DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE. DENOTES APPROXIMATE TREE REMOVAL LIMITS © 2008 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 1 1 1 1 1 1 1 0' 50' 100' 150' NOT FOR CONSTRUCTION =7Z 7 .T...• Westwood Professional Services, Inc- 7699 nc7699 Anagram Drive Eden Prairie, MIN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 www.westwoodps.com#40 4ft '111111110 aft aft aft BUILDABLE ACREAGE AND PROPERTY ACCESS EXHIBIT Date 07/03/08 Sheet: 1 OF 1 ChwJw SKP06 20061094SKP06.dwg 02008 Westwood Professional Services, Inc. Concept Sanitary Plan Sewer X 0' 100' 200' 300 07/03/08 Prepared by: Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 www.westwoodps.com NOT FOR CONSTRUCTION ::..:....... .......................... 874.00:. J UM ELEV 350.00 CITY OF CHANHASSEN RECEIVED JUL 0 3 2008 CHANHASSEN PLANNING DEPT FAIRVIEW MEDICAL SPECIALTY CENTRE POWERS BLVD CHANHASSEN, MINNESOTA CITY SUBMITTAL SET VICINITY MAP SITE SHEET INDEX o := ®IU�my e .� .a.Q P,., Acmcurzs 6c E,e y P, [Dvnl 'i. P, v Mi.aa'..- Fu.,o—. UAliF3 PABP EAilE3 City Submittal Set 07-03-08 TITLE SHEET MAP, DIRECTORY SHEETINDEX rrara G'semY Yt mbY J SCANNED '111 mmill". v os�s�s�s� v "MMMM v oMMMM "ll IT, mot mim ©• os;•si•s;•s;• © o�s�s�ssi v • oss�s�. P,., Acmcurzs 6c E,e y P, [Dvnl 'i. P, v Mi.aa'..- Fu.,o—. UAliF3 PABP EAilE3 City Submittal Set 07-03-08 TITLE SHEET MAP, DIRECTORY SHEETINDEX rrara G'semY Yt mbY J SCANNED wFcaNksvuzl>: �-: _ _ _ _ _ _ orwoor rtow. ; roowxmrnpa q � - — ro6zr6 mxerxuctwz � - � -- --_—_—_ OVER (1 ALL SITE PLAN - PHASE TWO u r = so• 3 % O d `^ ...w x mrwe x,n $ a .ems wwlwwwT A mee 1 U� � 13lISLlOR b.Rq Mk e 6 nes �Inn�III — >z�tl � 1'1 �V g6ptl rQ StCAYlIKK1 Pd.0.O V ROUSE ONE TOTK _ n1�1�III1I11111 �� Illllii _J ' II ' riII IIIIIIIIV r� J N `!` L Il 11 lilll lilllllllllllll) �fllllll 11 J l l l_LLLlI O I9IaI,NTIN10 yyhi/-T ."-n I rT l I I I-CCCLZLw LLL J LLLLLLLLIJJJJJJl J tl O '1 WJJJ a - — Nrrlr —�I.yOATODN91 _ � � PI6MT0lfIE - PowERseLVD• _ � _ — - — - xgxTx STORM WATER PO •SEE CML DRAWINGS PHASE TWO SITE DATA _ aY.14rYRY ar.h (4x) - _»Iron. w. Lr.�%.--_— o6a®z��w os�mc,. ami a .mrn,wr tot naroan ex Imr amalaK zo»D oow6»urs MONY _ _- O (� Tx I•.1 w a v m (w.r) .ww r ^^ r M 4 3` w M nO ��• IOM aM mw?loa M awn a I' PHAfiE�TwO BUIDWGv kl - a aaoerc arz ,zon.xyn rxu6 axE B(011M0 p naan v am Imn.zoon � rc Io 10 f6].Dp Sf. Fza.006 ] FLas 2! roo rtn y i R,WO^ e ] IC4[ v'f' ¢ Illsnmp .M, C)d Tl.yOtl W u I »a iw.md +y ay nTmu N6um as srdry uxg ]K .Y 0 NOT 66,y]tl RMSE pETOTK _ Q I 6 616 kk 616 rorr •rn rm .xwa ID.nO ss .,. v I lu roT6,m� Pw � ER STORMDR w° A.S6 P6ODG1 Y, SEE CMLL DRAWINGS P - wFcaNksvuzl>: �-: _ _ _ _ _ _ orwoor rtow. ; roowxmrnpa q � - — ro6zr6 mxerxuctwz � - � -- --_—_—_ OVER (1 ALL SITE PLAN - PHASE TWO u r = so• 3 % O d `^ ...w x mrwe x,n $ a .ems wwlwwwT A mee 1 U� � 13lISLlOR b.Rq Mk e 6 nes �Inn�III — >z�tl � 1'1 �V g6ptl rQ StCAYlIKK1 Pd.0.O V ROUSE ONE TOTK _ n1�1�III1I11111 �� Illllii _J ' II ' riII IIIIIIIIV r� J N `!` L Il 11 lilll lilllllllllllll) �fllllll 11 J l l l_LLLlI O I9IaI,NTIN10 yyhi/-T ."-n I rT l I I I-CCCLZLw LLL J LLLLLLLLIJJJJJJl J tl O '1 WJJJ a - — Nrrlr —�I.yOATODN91 _ � � PI6MT0lfIE - PowERseLVD• _ � _ — - — - xgxTx STORM WATER PO •SEE CML DRAWINGS PHASE TWO SITE DATA _ aY.14rYRY ar.h (4x) o6a®z��w os�mc,. ami a .mrn,wr tot naroan ex Imr amalaK zo»D oow6»urs MONY wlo„ozn BMLM1L Y1LR5 3f M Tx I•.1 w a v m (w.r) u�i6r M w M oNl 9LE IOM aM mw?loa M awn a a,Msl nanN� aaoerc arz nui� .,mss) s,or room naan v Qv m) VAWI/.£p MGryL N2., f6].Dp Sf. rwv6aq aaoeD Inver n P6aass .»oc cwxc xu nasy u wIP a� rwv�e ewe2 MOR ] IC4[ v'f' ¢ Illsnmp as aIE. arMA»M Nn.S (iNe).M »a 9T..M]MG u]l SNF (I,anYG ]K InC fn3a �µY� fa n m.as PFn I,aoo 6F.) rorr •rn rm .xwa ID.nO ss .,. P. .. ,,..,v. an ..am • .,O roT6,m� Pw � w° A.S6 P6ODG1 Y, PHASE ONE SITE DATA mOPz® ux Ilzttrrar¢%a..c� aaom vaw6xorrs ko»aa Pe>.Dm �216.Urs 3f M Tx I•.1 w u wMn nox IMn w M oNl 9LE IOM aM "� arz nanN� SIWI POD 91E Ilgal Sf. av .Gnn alors .>.- as w.arw coa.a (a ewrl n arz, krvl»ws ar6rnrs oN.Iswo m »¢ Pw.w zor mrxna t,ex.vN.6 »mcu raac (emx¢z Pty I.m uJ ..a ,el_ P. Trt.4 A.mII MOVe® .,. rorty A�P�»x nµ � II x JNITEC?Eii IES City Submittal Set 07-03-08 OVERALL PHASE ONE AND PHASE TWO SITE PLANS rm DYnir c6xaNmtlstl wmge Ibll IIIW6II }[IiYse r6»I P�tl d�luD #IiNNIY 6 kll lied MtlAM tlb Ik I.II Ik 4,1e tl FdI. btYl YI aµY In k. INI r...k Tnrzors36 by nw GOtlM MA sl E A2 J \ M TODN R.O W. LINE www' -- - - - - - - -- ® m m % JR, P � P 1 � I nMeEala wl➢Mo P .BL¢DWGNEA: loam BF q, .s aawwsv 1 � .TYPE aF COMlF: IL8 1 ./JIFCYITCSAiM1ER / -- sY31BI P11ovc® zvi m_ / I � Iv 1 i �I ,Ilii Ililll1111!I° IC 31 Illill JIM N�FFAM!6 — — H L1=J = 1 ISI I I I I I 1 1 I I I 111 1 1 1 1 LL1J_1-LL -I-' - ICpp5E0 CRY TRAI iiiill !II'' / I 1 J 1 1 1 1 1 1 1 1 1 1 rc 1-j J -1=L 11J-LLLIJ-I-L`� � I POWERS; BLVD. SITE PLAN - PHASE ONE r=30, s end--`� xatTn F - P Exvcv�ulYP DRIVCE ST.PY.u.MI Ful JMI OYiTEOPERTIES City Submittal Set 07-03-08 ENLARGED SITE PLAN PHASE ONE cry swmlw sw Draw I byl 0611�IMl,UiJIM wilia(M.0 pal hFYI W IY Ylbi�� Mtlilal YY Ik Is11Y 9le rl fel.. YrM Ye YMY w Y lu SIMI rsinalm sorer A3 J DIRECTIONAL SIGNS M 12'=r<r o f Y t EM1 ss`� frt06q[QI n MONUMENT SIGN �J SOUTH ELEVATION M 1/18'=1'-0" r r K R 3 EAST ELEVATION 1/16"=1'-0" o r m sr L 1.rss`� L n NORTH ELEVATION -0' r e r r En..Iis.r WEST ELEVATION M 1/16'=1'-0' e r a I+orc wss .do Si. P�MM mrM. Px um u>mo Ank USITES PROPERTIES City Submittal Set 07-03-08 BUILDING ELEVATIONS PHASE ONE rrr' �Mursar wawa I Mwiff,Od %ok%wr l" �»hY'r Ylsrt,I11I�q_ Eaux r. r r r arta w.� nmarm s� A4 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 demi II 11 11 11 11 11 11 11 11 11 11 11 11 II 11 11 11 11 n 11 11 11 11 11 11 II 11 11 11 11 11 11 11 11 11 11 11 ■I■I■I■ IN 11 11 11 11 11 11 11 11 II 11 11 11 11 11 11 11 11 II 11 ME 11 II 11 11 IIII 11 11 11 11 Ell II II 11 11 IIII 11 11 11 11 IB�1 n�u�u i u i u i u i n�o�u iI _i - it il 11 ii- i'il_-ii--a ii iiil I i u 1 _i Ti.. �i n -ii i i I i ii ilii n 0 NORTH ELEVATION K v16 Q vts°=SOUTH ELEVATION .. rm �_ ()WEST ELEVATION NORTH ELEVATION b vts=t•-Ei� Port Assawrts I.c N.PnI14A1�s - FJLWl. KY .ww IMIiE1 PRIPEATIEI City Submittal Set 07-03-08 PARKING GARAGE EXTERIOR ELEVATIONS PHASE TWO rrfdr waurww weo Ikrl=ury W1�Ik�d..e�lrr.. ZMl�:'IY Ibtl .b Ik 10 W Ikl9ded felt W tkkM WY.k 1®RN9! flklk W A6 I LOGEND 6 xumna sru ® x.x mru, • v mx C oa -©-, ma.arn¢ ® wro v.��t[murz is ut GOPHER - WOWCALL L.A myMw !Si -.N -W03 IYi, iy fm 1-Y0.i1f-11M TREE INVENTORY legd Dlaalpt4v O,IbI A dlI4RUf LL1Z IN,IW. ®dn9 le IM .avl.0 /Y( M..i fs� Mf} IMcla Gam/ AWw C.r wn,..p... o—,ae..gYamWl/m NOT FOR CONSPRUCTION LiEDilFS Chanhassen Fairview Medical Center i Platal8 rWr EXISTING CONDITIONS & TOPOGRAPIHC SURVEY I�i�c 1��r- �1• �C1 X NOT FOR CONSTRUC ON or ar,or 4 9/,I0.Nu, m Z MMN °evarq b qe nmm pq aas4 Gb+ O+ny e. rw, a e.va.e aw r1aR .er.y vw °vm.ervey °. eu amr ti a.... saa N erve ss rrwra r♦ °ae.te°/>gnnry °I b emb; aw 4rev M r]0,4 /el dmq ° .a n.a2 =.� =•:rows /.a v.e ..e.rr wren °. rR �'r�,m +aem � v ave maR =. wu n do rR °+rue u wm.a ° xre� r :i. ss�a.r,�a:�winR w ewe a mw"r�"`per �a Ems• aavo-e �m 2, r. avaa °r ssrc a°r m a ♦n v. ,° v 1 e+ av er,ae amr ♦ a,rtnwn vrrz imriw v.e�`u:. r..r�mrro u Devdopm-E Sumnury raustia. 219.tj mm rv'reoso Rrar a e. omr"rrw' Puµ- r.Jr wu u - swrlwE e - rrma o- 2DSD7 A+cJsv G - J °"'1r 1 / x- Jsnn DS I I I I I I 'LI l\\ wITIO": law Ae \ rnm \att COPIER STATE ONE CALL r�ar we em -RSR -mm ra Ere 1-mo-vx-Iry \ i r - I ; I I I J r 1 I 1 IL__y L 1>$n V !' i ' •f C{`� o- rYnu / D- N7�M1/ ND9°Js'N"E 4M..2J I I \\ q I I \ I I \ I I O I I I i I L 1 I 1 I C rilU _ LBGE,o 1 I II II JB9°SJ I I _ RGE o e :m..wm es. m oars rrar r.rp `♦ ju .� yq_nyr Aq ® naw[ 2a° +— uRf n F A wrus`ad iva ® sa Yas ..°IV. $ER �p 6 �MIU1E�6 Yc v, EWM OUMrkI1 CGR1E11 I N -. - �j rvtliM UNE 6 W. 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JJiJ ,tea unsD. •*J2rr 1 81- cK _ I �',', <\\_ice• -ice/ d$ •pp10i 4190� r � h,✓ n iQ z3 C4 I I I o C�I,L q3 I 9JurN IIF R ulnar A I e✓nmuT ma Nanon SW MYIE$L`�w��n 6 - ` ______ WMOTAm� TTpM ' �W � \ ae•SIJ'f 9nty I I lal \ I \\ ♦ �\ \\ I J^r,�liiJr. I I % / alfrh� � � I �€F I 1 I f \ X NOT FOR CONSTRUC ON or ar,or 4 9/,I0.Nu, m Z MMN °evarq b qe nmm pq aas4 Gb+ O+ny e. rw, a e.va.e aw r1aR .er.y vw °vm.ervey °. eu amr ti a.... saa N erve ss rrwra r♦ °ae.te°/>gnnry °I b emb; aw 4rev M r]0,4 /el dmq ° .a n.a2 =.� =•:rows /.a v.e ..e.rr wren °. rR �'r�,m +aem � v ave maR =. wu n do rR °+rue u wm.a ° xre� r :i. ss�a.r,�a:�winR w ewe a mw"r�"`per �a Ems• aavo-e �m 2, r. avaa °r ssrc a°r m a ♦n v. ,° v 1 e+ av er,ae amr ♦ a,rtnwn vrrz imriw v.e�`u:. r..r�mrro u Devdopm-E Sumnury raustia. 219.tj mm rv'reoso Rrar a e. omr"rrw' Puµ- r.Jr wu u - swrlwE e - rrma o- 2DSD7 A+cJsv G - J °"'1r 1 / x- Jsnn DS I I I I I I 'LI l\\ wITIO": law Ae \ rnm \att COPIER STATE ONE CALL r�ar we em -RSR -mm ra Ere 1-mo-vx-Iry \ i r - I ; I I I J r 1 I 1 IL__y L 1>$n V !' i ' •f C{`� o- rYnu / D- N7�M1/ ND9°Js'N"E 4M..2J I I \\ q I I \ I I \ I I O I I I i I L 1 I 1 I C rilU _ LBGE,o O e :m..wm es. m oars rrar -e- aw Q.w o,wN .� yq_nyr Aq ® naw[ 2a° +— uRf n F A wrus`ad iva ® sa Yas e C mPn[ P ® �°. a.R a 0.r°N vm vavnnr RI a o.�ary .e rrv.vrer rv..e s .wa earw ..m � w.rn w.r Q Om°fa [°er nm .wvmnl fwe RNIiFO PRaPERTIES Chanhassen Fairview Medical Center Preliminary Plat Submittal 07/03/08 — V/ —a ow YIM�R! r. �aM PRELIMINARY PLAT C2 mrnamww�.ti� Mi[ PY WE +tl Mf aRVpA WY ro ee Nbmxeao Yrylc� OUTLOT A BaBns gmeal ue ----------—-- site tagend■mc ENESVIR Lm +xa YIGIX 4RE usrolr ue ale Ke aRIFR NO IgYY M1FA lE\EL M]exxb wL D2 CaglElE MIFLpi Wwerz mewxx xvxK Wr BnRxp. PA bI®16 PA102NG STNLS 91E LYilae mKrlc sor PNgI Pq2 SR r/]. � iV6 �RW]d � qSa d X44 qE TK eTE = 894.3 911---� o B ,.— 1 m+x axe B araR x m+a axe • wraR Yaxvalx axm a a]rres a+e axe r wrm s BnKxas awe e wrtaaL Wm no Yux ] aeaETe � OI+IEa e MmKa Mu awe eve ureR 9 IWA1E Nps+[ SttVYII le PPnsmW ase ReM APLS9BIF dNPPFe PFCESIeW RKi 12 VOSa Yxx 51ggxG ..1IFlibtWr e1WMY5 ¢l-K-sAc mKRc Amon s Axmo sTa aPx .Ib s]a as P sr ua +e nnalc AcasmlL aalA¢ ux svlPnc n rover mlveTe Ixm smP le r>ff s auwcine m Baine nPMEIOIi YCipl$ xRnuxaa4 rRW STORM WATER PONDS cm w TER,,. T GOPHER STATEATE ONE ONE CML T.w mr um ul-ax-mce r. rs P� 1-mo-xx-nu General Site Notes NJ iXfMYRMMI iq1 MS Ir1OEcf PRONRO BY MESI'MOJ PR6EIDLxIK YRNIfS 2 lK +MNS .YO 6Lv/.lA ff fffiIxe mPW1IMY xO VIVr6 M1S aeM a ++xs bAx ARe ePPYmxus NleAna awL MID suer are axona+s Am uva Wurlvb rbm m aenwnw/caismwngL r Ap LLWFPWSS A+e iaxe. 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ILi S'+IEPNG 9MLL R Z' beC f1g1 MYIE lx[I Wei 6 ONIRKIM 9W2IYli Yx/]2l gECIIdK 1RM]K NPL6 lS 910M M M1E (1R1 edis} n A�Nsmlr sTPe ere 1➢AlxY A. bm alx PAMLe1i YuxxY PuxT C. WArs) s uL sab a1KL RpaV ros-r, Wxves rmmB Am c vxc woe IE Y B me fAVb RPIRn x 1OG11061REM PoST b lqf NM2mED BY Ox0. A A L SIM a 9WL P A iw rCE PMIIFD SIV BAR x u4n PANT (T10 Werz) R/2B AT TE sIV aal LOGnOR. 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AT RRAI s O.@ML MNr piY RQINID �. q ]1 - owYF11r4 RR '. E` - N MP RI NI. -- p IM R[ . TRM. ORI I M - ry Yfn / 9xp/y My lR RM xT® m R wR.oT Zm w[ y0 pa➢T All RR.. w/M, ffiIIs TRIALawes E AAAA. ARTARRAPPAPFlM x0Y Y Olv w,osD va. emLL Pwi M Mx aivm EAmu Ol. A 4m AR Tx4 RWlca WRs A'.®iy[ 4.m Ia,44,w xETlwli ND . MOM M N4 E Mxlep .M OM 5®W 6 _ YMv9L34o Nanw T M (p rw¢] As aILA' p RM. NF N M RPA. .. I[.F. 6 M Iv6 iw EAAn 6.i1 `I ,D %,osa a xMIAw. . � . oxD . sPM 4Ap m R. PM RNaav dem Rvn.Ls M Dnp ro R.DRrz fmiYw wave 4w RCWOR nAxr n �1e - -YAG x - wnMv I / Mr Wn T M e PLANING NOTES ry m IRR ml 6-w r40° 1 w wo ri"IW,mpNwro. wwrs ar a MA+ WRe4 a aesr m rEu w AR wawa ww4R/xIK xt Z MiNYY WR xL pxpC YO 0KIPUCM: x.t SEY wMLRD x M YOxrt SMIS ByMVMFYf..I wp N.. MIMw ARI RAI I, MIT aw. EwR OE TM GIMW¢ OF PLANT W,W4i M p M WR V M WY¢N[ wxIFGTS p. wiRv xpyiwx M mE xn4.. wA.mD Mw. p4. Rm WR A Da rtw .ARARTIP rdRMxc w N.nM PLAnrs m BE Revwl a �w®�bww uo/m xumr. 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Um GWv, cOHPUS rtWRDp IR- IW. -M .m NW PPP,: GOPHER STATE ONE CALL III omz R, TM r.A:i-Ee�zu-nR Y91iW pTN R eLMaL4s NiW.MO T u4O N VIOe/.T46 "A ARARI . 111.u. PMR,,- ANaniM La Mame uml - MI v yvl: M[RI AA 4. AELs MR aa.� Naw m W,nl eMnw rowTws IwM AmiueL�. r DRMIOn. catlSo - 14 81 P.AxT nT RIP SPE Y WaaA. m.. tn¢s IE.R/®- Y Y 0 9xd'd xNDnd eW vADi uu ,a mN[ art xYEnm wuw[z wTc .L P NT4 9M65 fE0.HO - ]s 4 Mlti. s.w - nwrl rn.am. 4 YINN MO afW 6 xNDARNv fp O 1) xNr nx (RR_, n a N.t,na Rmt - o,u mww RS RM p RL YOW6 4D CDi. (PAI M:R awio ( mr4 aAEwlpv am Rall -IIY pNi : �A[6XeS mp ewM. n R ra NPD - Irm rw rwM. !xa o.w Ctlne ..N...Nmae (., rxm. z-re,.�l `, w: EwaED roT4 sRnaz Rall x _ —1 PA, m°JOSi Tx¢ m -Ae �if—£� SE- `. AT RRAI s O.@ML MNr piY RQINID �. r.n z_m RR M4AC 6 r/Yd IOI: wM AW DP/YN VWD mREST RUI '. E` AS' MP RI NI. -- p IM R[ . TRM. ORI I MTAL aNi 6G m R wR.oT Zm w[ y0 pa➢T All RR.. w/M, ffiIIs TRIALawes n .11 x0Y Y Olv w,osD va. emLL Pwi M Mx aivm EAmu Ol. 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MOM M N4 E Mxlep .M OM 5®W 6 M� aEvxnlEs a rvn swv®L usr pAxnRs n M LMM a • o®LTMca M (p rw¢] As aILA' p RM. NF N M RPA. .. I[.F. 6 M Iv6 iw EAAn 6.i1 `I ,D %,osa a xMIAw. . � . oxD . dem Rvn.Ls M Dnp ro R.DRrz fmiYw wave 4w RCWOR nAxr "�' "AO9'"` - p 91E MO u3 fR WgifiiE RµmR M6A4(ES R M 1RE 6 I- AREAR A ' a PA4 AArou. M. RUAL 1. tt0 TD R s,w� PeM m SPF 4tl i amxu PRO M.R M.gW[q 6 S, R Ofwld aAu RaiWm IN/W, w >0 pRAM w M SNR./pi AR/xy 16G ' a'°°T ..1. �. Mo 4. PAR.LRR.TI, RMaI R MA /oo, � : ART Aw,m: aw.' w: w. a' Am M`` n I. vc M. I.ADY.R wm4Cml N wWR aIR MARID`pi mWRYwR AAR.IEcf FM MADxx PRIM T, "'TRiATIM W MI sARI. 4..iWa,w1 A.p, .0,44m1 AIO SO6VAAD LM R x W p fi D s"aa s.:.P.""" � RA . m w. RPR. RMS w RM M Ra.M Pon w..YAEw. M.L.Aw RE.i ApA¢N, Tp M arz RMN®aeovupR,M wa« -- TREE DETK SHRUB DETNL E%9W DETAL YO ISR, RR[ Reed Wp 0'.Q MxT T ®WRPR x�l. 4 Ps.11f R, eM 9F6d WiEL a nMAol,p 6 RI NwICM nAwND PM M WROAv F!RR en, rvex MNTTCenvLeeeseve IMAAa Phe CH.Wam, A4nnamu a.te i.. ��•M wn va Iw T.va ln+p.T& dmuoEl�xe w N[SAMM>,a: FI A PJimxnleYneT_1. SAe9mP+vW ad em -IT, 1pa4�nH Yrv..sM PARI xYareiealyd Mpav4 fivm Tamil ne-mo euea.y E seb.AV Fv.i M�^I i5 Inml NwmwTm.y YtlYap ®W.mY vvn S@>W Nvb v. SAa oW Byw AaAvlm�uxe Mamvl yrv. EnYsn: ('wnq.ilRlvxiv.iW xMlvAstl a A411fWAS Gnn enmr aW416 WePI RNnAA.YNtivT Sm anvA mwu.utl�iWa.eesxah�A.sl. um. x. m W Yw]�MWwraA_ w SP9n i -61vW PARISnv rap muA mvxmvv .Jl AmPlv. EI ElRutl xlEm htmf LW Aprva�WlElAlu. 6vmv Mme4Vs PAI-PAPPAPPIP.1yPRI� AMPmevi A „.rv..niwnam AA NOT FOR CONMUCMN L (TIES Chanbaisen Fairview Medical Center Preliminary Plat Submittal] 07/03/08 OP1pSx Wr.Mx.Aw x LIPPIwod 4�r� yalAm PHASE TWO LANDSCAPE PLAN sM�r Ll Reelc.alAlM.w a m ARARI . 111.u. PMR,,- PI.w.mT yvl: A 81 P.AxT nT RIP SPE Y WaaA. m.. SHRUB DETNL E%9W DETAL YO ISR, RR[ Reed Wp 0'.Q MxT T ®WRPR x�l. 4 Ps.11f R, eM 9F6d WiEL a nMAol,p 6 RI NwICM nAwND PM M WROAv F!RR en, rvex MNTTCenvLeeeseve IMAAa Phe CH.Wam, A4nnamu a.te i.. ��•M wn va Iw T.va ln+p.T& dmuoEl�xe w N[SAMM>,a: FI A PJimxnleYneT_1. SAe9mP+vW ad em -IT, 1pa4�nH Yrv..sM PARI xYareiealyd Mpav4 fivm Tamil ne-mo euea.y E seb.AV Fv.i M�^I i5 Inml NwmwTm.y YtlYap ®W.mY vvn S@>W Nvb v. SAa oW Byw AaAvlm�uxe Mamvl yrv. EnYsn: ('wnq.ilRlvxiv.iW xMlvAstl a A411fWAS Gnn enmr aW416 WePI RNnAA.YNtivT Sm anvA mwu.utl�iWa.eesxah�A.sl. um. x. m W Yw]�MWwraA_ w SP9n i -61vW PARISnv rap muA mvxmvv .Jl AmPlv. EI ElRutl xlEm htmf LW Aprva�WlElAlu. 6vmv Mme4Vs PAI-PAPPAPPIP.1yPRI� AMPmevi A „.rv..niwnam AA NOT FOR CONMUCMN L (TIES Chanbaisen Fairview Medical Center Preliminary Plat Submittal] 07/03/08 OP1pSx Wr.Mx.Aw x LIPPIwod 4�r� yalAm PHASE TWO LANDSCAPE PLAN sM�r Ll Reelc.alAlM.w 1 1 , j PRI -1" RANCE \ND RY ED TROM LAY LINE'A"EUD-� JE Y A06/10/ \ \ 50 FEET RY LINE. 7m BLUFF \ \ \ �` \ \ \♦, BLUFF CREEK OVERLAY LJNE AS PROVIDED BY \ \ `CITY OF CHANHASSEN 1 NESS TE. ry 7REE EVVEVTORY r rr.7- zz T J zt aIr Ir ,�►�, - �.= a �.'l�r __ .�. �^mow _ =C�"-�' � �"►�' �`� ..:5.-�,.�•P:. `�Fl� .;� y 7 I 1 Ih� 410 M OVE . a im 2■ a— �r • ��rii�nmr�ripNr' ♦ �� +R -^ - 1 f i RAl �i' ►�llll�lllt� I Ii.d...■n�u3Y'i�►1�l\��r � � /�:_ � _•.., , .,...� BLUFF CREEK OVERLAY PRIMARY AND SECONDARY ZONE EXHIBIT - - 06/10/08 - - i 'LT2filfgfi dlfi., �•\_ 0' 50' 100' 150' NOT FOR CONSTRUCTION BLUFF CREEK OVERLAY PRIMARY AND SECONDARY ZONE EXHIBIT - - 06/10/08 - - IETLAND,A ITIGATIeN.- REA % % % SHADING �%REPRESENTS SLOPES GREATER 7*,,IHAN 337 I �y ME AS� POSSIBLE DRIVEWA' LIGNMENT 77 OOPIEA STATE ONE CALL NOT FOR CONSTRUCTION BUaDABLE ACREAGE AND PROPERTY ACCESS EXKM[T S= SKP06 ..-I \1 M1_ AI I �^, 9NS2 SECTION )(Ml—XMT' V\ D �N II� Ilk, T / 1 J MnN�I. l9L• .��e.rrwr4w �•�•• �••_ O.I�e F"PindJIM: I emsN- I OWk I NY •441im �Mp r++rrW rtW e! 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